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Jefferson County Castle Hill Center Improvements BLD05-107
T For Jefferson County Castle Hill Center 615, 617 & 621 Sheridan Avenue Port Townsend, WA 98368 State Project No. 2004 -232G (1 -1) Jefferson County Board of County Comm' District 1 Distrtict 2 District 3 Phil Johnson David Sullivan Patrick M. ' Rogers JeFerson County Date Project Manager, Date Division of Engineering and Architectural Servics Architect: MSGS Architects 510 Capitol Way S. Olympia, WA 98501 ph: 360.943.6774 x18 fx: 360.352.7005 email: bills @msgsarch.com Structural Engineer: MC- Squared, Inc. 1235 East 4th Avenue, Suite 101 Olympia, WA. 98501 ph: 360- 754 -9339 fx: 360- 352 -2044 email: mark @mc2- inc.com Mechanical Engineer: Hultz /Bhu /Cross Engineers 2407 North 31 st STreet, Suite 200 Tacoma, WA. 98401 ph: 253- 383 -3257 fx: 253- 383 -3283 email: jaym @hultzbhucross.com Electrical Engineer: Hultz /Bhu /Cross Engineers 2407 North 31st STreet, Suite 200 Tacoma, WA. 98401 ph: 253 - 383 -3257 fx: 253 - 383 -3283 email: tomu @hultzbhucross.com NOTICE Plans are approved excepting any errors or omissions. All work must pass inspection In conformance with ell applicable codes and repuistlons. Contact the Building Department at 3793208 prior to making changes or revisions to the approved plans ALL WORK MUST COMPLY WITH INTERNATIONAL MECHANICAL CODE Building and facilities shall be designed and constructed to be accessible in accordance with IBC Chapter 11 and ICC /ANSI A117.1 :z ;® st6 a ; � - r x Y , .7 t5[3t ; s Vicinity Map Not to Scale Sheet Index COVER COVER SHEET ARCHITECTURAL A0.01 Project Data AO.02 Occupancy and Draft Stop Plans A1.01 Site Plan A2.01 Demolition Floor Plan A2.02 Construction Floor Plan A2.03 Demolition Reflected Ceiling Plan A2.04 New Reflected Ceiling Plan A2.06 Demolition Roof Plan A2.07 New Roof Plan A4.01 Interior Finish Schedule & Elevations A5.01 Door & Window Schedule and Details A5.02 Details A5.03 Details STRUCTURAL S1.0 Structural Notes S2.0 iA Plans and Details MECHANICAL M0.1 Mechanical Legend and Notes M0.2 Mechanical Schedules M1.1 Demolition Roof Plan - HVAC M4.1 Mechanical Floor Plan - HVAC M4.2 Mechanical Details ELECTRICAL E0.01 Zegend, Fixture Schedule & Abbreviations E1.01 Electrical Demolition Floor Plan E2.01 Lighting Plan E3.01 Power and Signal Plan E5.01 Oneline Distribution Diagram E6.01 Equipment Connection Schedule E6.02 Existing Panel Schedule E6.03 New Panel Schedule E7.01 Details REVIEWED FOR CODE COMPLIANCE DATE -///1kS- PERMIT " 2-- BY H Z W 0 LL� W G Z a z W H 1� f l: L NOME V U-9 r. 0 I••J H Q, (n L0 N (y) N 1 0 0 Z U OL .4- � COPY N wpm V NIMM i c.i L V CODES: International Building Code, 2003 Edition International Mechanical Code, 2003 Edition Uniform Plumbing Code, 2003 Edition National Electrical Code, 2002 Edition International Fire Code, 2003 Edition Washington State Energy Code (2003) Washington State Ventilation & Indoor Air Quality Code, 2003 Edition Washington State Barrier Free Regulations State Water Conservation Standards (With Local Amendments) (WAC 51 -50) Wind Load: 80 mph, Exposure C �lh► l(�.� �,, Seismic Load: Use Group I Live Load: 25 psf - Roof I A+1 100 psf - Floor Flood Zone Designation: NIA Seismic Design Category: D IBC CODE ITEM REFERENCE Chapter 3 CODE REQUIREMENT 1 DESIGNATION ACTUAL BUILDING DESIGN Building Heights & Areas Use & Occupancy Classification Page 23 Type: V -B Allowable Floor Area: Occupancy Group: Business Group B occupancy includes the use of Business Group B (overall use) OFFICE AREAS: a building or structure, or a portion thereof, for -Civic Administration & Clinic Outpatient Business Group B office, professional or service-type transactions, 163 Total Occupant Load (OL) Section 304.1 Page 26 including storage of records and accounts. (Refer to Occupancy Plans on Sheet A0.02) pAtoll + At Is 00 Listing includes: ���,0 Civic Administration & Clinic Outpatient Chapter 5 B ccupancy B Occupancy Building Heights & Areas T : V -B Type: V -B Allowable Floor Area: AX 000 S.F. per floor First Floor Area Allowed: 14,616 G.S.F. Table 503, Page 74 ry max. First Floor Area Actual: 14,512 G.S.F. Section 506 - Area Modifications Non - bearing - Exterior (refer to table 602) Exterior less than 5' Separation: 1 -Hr. 163 Total Occupant Load (OL) Non - bearing - Interior 0 -hr. Height: l Story (Refer to Occupancy Plans on Sheet A0.02) pAtoll + At Is 00 unconsentrated ���,0 (3) Accessory Storage Areas Mechanical Equipment Room 300 gross llowabl a a per oor i S.F. The total width of means of egress in inches First Floor OL =163 abu area r floor in accordance shall not be less than the total occupant load 163 x 0.2 in /occ = 33 inches ith able 503 I S.F. serviced by the means of egress multiplied by Ir a increase du o frontage the factors in Table 1005.1 and not less than Required Exit Width: =163 x 0.2 in = 33 inches ercent) as calcula in accordance specified elsewhere in the code. Multiple means Existing Exit Width: = 39'-0" ith Section 506.2 of egress shall be sized such that the loss of Irea increase due to spn er any one means of egress shall not reduce the rotection (percent) as cal ated in available capacity to less than 50% of the accordance with Section 506.3 required capacity. The maximum capacity and If =100 f -0.251W required from any story of a building shall be LP J 30 Where:��� 1 `t maintained to the termination of the means of If = Area increase due to frontage 0" egress. F = Building perimeter which fronts on a Without Sprinkler System: public way or open space having 20 Occup Other Egress Components .0 inimul w' 1n e B 0.2 in. P = Perimeter retire building in feet. Egress from a room or space shall not pass Refer to Sheet A0.02, Occupancy Plan = Width of public way or open space in through adjoining or intervening rooms or areas, feet in accordance with Section except where such adjoining rooms or areas are 506.2.1 accessory to the area served; are not a If =100 x146 +146 +208 - 0.25�x 1 high- hazard occupancy and provide a 1146 +146 +280 discernible path of egress travel to an exit. \� =100 [874 - 0.25 - Egress shall not pass through kitchens, storage = 62.4 C rooms, closets or spaces used for similar purposes. An exit access shall not pass through Aa = 9000 x9000 x 62.41 +C 01 a room that can be locked to prevent egress. L 100 J In occupancies other than Groups H1, H2, and Refer to Sheet A0.02 Occupancy Plan [�Aj- 616 S.F. = Allo le Area er H -3, the common path of travel shall not exceed Chapter 6 Table 601 V -B Group B Class Exit corridors io' Table 601 Fire Resistance Ratings Structural Frame 0 -hr. V -B for Building Elements Bearing - Exterior 0 -hr. Bearing Exterior 0 Hr. Page 83 Bearing - Interior 0 -hr. Bearing Interior 0 Hr. First Floor Non - bearing - Exterior (refer to table 602) Exterior less than 5' Separation: 1 -Hr. 163 Total Occupant Load (OL) Non - bearing - Interior 0 -hr. (2) Assembly without fixed seats 15 net (Refer to Occupancy Plans on Sheet A0.02) Floor Construction 0 -hr. unconsentrated Roof Construction 0 -hr (3) Accessory Storage Areas Chapter 7 Fire Resist Rated Const A: Flame spread 0 -25 smoke dev 0-450 B: Flame spread 26 -75 smoke dev 0-450 Group B Class Exit corridors io' Section 704 Exterior Walls 704.2.2 Type III, IV or V construction. V -B Page 87 Projections from walls of Type III, IV or V of not less than 7 feet. Room No.'s 108,109, 204, 205 & 310 construction shall be of any approved material. Occupancy Use SF /Occ First Floor 704A Materials. Exterior walls shall be of V -B 163 Total Occupant Load (OL) materials permitted by the building type of (2) Assembly without fixed seats 15 net (Refer to Occupancy Plans on Sheet A0.02) construction. unconsentrated Chapter 8 IntenoLFinishes Section 803 Wall and Ceiling Finishes A: Flame spread 0 -25 smoke dev 0-450 B: Flame spread 26 -75 smoke dev 0-450 Group B Class Exit corridors io' Table 803 -5 Finish Reqs by Occupancy C: Flame spread 76 -200 smoke dev 0-450 Rooms paces C �'$ Page 159 Section 1003.2 Ceiling Height Page 194 of not less than 7 feet. PROJECT DATA IBC CODE ITEM REFERENCE Chapter 10 CODE REQUIREMENT 1 DESIGNATION ACTUAL BUILDING DESIGN City of Port Townsend Means of Egress The means of egress shall have a ceiling height Actual ceiling height is 8' -0" or greater,/ Section 1003.2 Ceiling Height Page 194 of not less than 7 feet. Room No.'s 108,109, 204, 205 & 310 Section 1004 - Occupant Load Table 1004.1.2 Occupancy Use SF /Occ First Floor Occupant Computation, Page 195 (1) Business Areas 100 gross 163 Total Occupant Load (OL) (2) Assembly without fixed seats 15 net (Refer to Occupancy Plans on Sheet A0.02) unconsentrated (3) Accessory Storage Areas Mechanical Equipment Room 300 gross Section 1005 Egress Width The total width of means of egress in inches First Floor OL =163 Page 196 shall not be less than the total occupant load 163 x 0.2 in /occ = 33 inches serviced by the means of egress multiplied by the factors in Table 1005.1 and not less than Required Exit Width: =163 x 0.2 in = 33 inches specified elsewhere in the code. Multiple means Existing Exit Width: = 39'-0" of egress shall be sized such that the loss of any one means of egress shall not reduce the available capacity to less than 50% of the required capacity. The maximum capacity required from any story of a building shall be maintained to the termination of the means of egress. Table 1005.1 Egress Width per Occupant Served Without Sprinkler System: Page 196 Occup Other Egress Components B 0.2 in. Section 1013 Exit Access Egress from a room or space shall not pass Refer to Sheet A0.02, Occupancy Plan 1013.2 Egress through intervening spaces through adjoining or intervening rooms or areas, Page 209 except where such adjoining rooms or areas are accessory to the area served; are not a high- hazard occupancy and provide a discernible path of egress travel to an exit. Egress shall not pass through kitchens, storage rooms, closets or spaces used for similar purposes. An exit access shall not pass through a room that can be locked to prevent egress. 1013.3 Common path of egress travel In occupancies other than Groups H1, H2, and Refer to Sheet A0.02 Occupancy Plan H -3, the common path of travel shall not exceed 75 feet. Building is 72' -0" wide. Travel distance is always less than 75' Refer to Sheet A0.02 Occupancy Plan Section 1014 Exit and Exit Access Doorways Two exits or exit access doorways from any Page 210 space shall be provided where one of the following conditions exists: No. of Exits = 8 1. The occupant load of the space exceeds Exits are on the West and East of the building, 50 (Table 1014.1 for B Occupancy) separated by full width of building. 4 exits of 2. The common path of egress travel 15' -0" width on the West. 4 exits of 24'4" exceeds the limitations of Section 1013.3 width on the East. 3. Where required by Sections 1014.3, 1014.4 and 1014.5 (not applicable) Maximum Egress Travel Distance: Section 1015 Exit Access Travel Distance Exits shall be so located on each story such that 72 feet Page 211 the max. length of exit access travel, measured from the most remote point within a story to the entrance to an exit along the natural and unobstructed path of egress travel, shall not exceed the distances given in Table 1015.1. Exit Access Travel Distance Table 1015.1 Occupancy Without sprinkler Page 212 B 200 feet Maximum occupant load served by any exit: 28 Section 1016 Corridors Section 1016 Corridors Without sprinklers, Corridors are not required to be fire - rated. Table 1016.1 Table 1016.1 corridors in a Page 212 Page 212 group B Occupancy serving an Section 1017 Exits occupant load greater than 30 are required to be of one -hour fire resistance rating. Actual Occupant Load =163 Section 1018 Number of Exits and Continuity Occupant Load Min # of Exits Eight Exits are provided. Table 1018.1 1 -500 2 Page 214 CITY OF PORT TOWNSEND Development Services Department 181 Quincy Street, Suite 301 Port Townsend, Wa. 98368 (360) 379 -3208 GENERAL SITE INFORMATION C -2 Zone BUILDING ADDRESS: 615 Sheridan Avenue, Port Townsend, WA. 98368 PARCEL NUMBER 948323701 UTILITIES Water City of Port Townsend Sewer City of Port Townsend Power Puget Sound Energy Phone Qwest IBC CODE ITEM REFERENCE Chapter 11 CODE REQUIREMENT 1 DESIGNATION ACTUAL BUILDING DESIGN Section 1109 Other Features and Facilities 1109.2 Toilet and bathing facilities. Refer to Sheet A0.02 Accessible Exiting Toilet Page 233 At least one of each type of fixture, element, Room No.'s 108,109, 204, 205 & 310 control or dispenser in each accessible toilet room and bathing facility shall be accessible. 1109.4 Drinking Fountains. N.A. On floors where drinking fountains are provided, at least 50 percent, but not less than one fountain, shall be accessible. M S architects a 1 h: 1 __J 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA 98368 6261 REGISTERED 1 „,AR H TEC� R. �IL"AM SLOANE STATE OF WAS N RA Revision Number Date Sheet Title 02 Closing Date May 2005 Project Data Sheet No. State Project No. 2004 -232G (1 -1) - -- — - - -- -- - - - - -- - -------------------- -. ICC4M131 A11Z1.20D3- — - . - - - — - Cluhpler9. BullldnFumishinga and �gWpmant Chapter 9. Built -In Furnishings and Equipment 901 General 901.1 Scope. Built-1n furnishings and equipment re- quired to be accessible by the scoping provisions adopted by the administrative authority shall comply with the applicable provisions of Chapter 9. 902 Dining Surfaces and Work Surfaces 902.1 General. Accessible dining surfaces and work surfaces shall comply with Section 902. EXCEPTION: Dining surfaces and work sur- faces primarily for children's use shall be per- milled to comply with Section 902.4. 9022 Clear FIM Space. Clew flow space com- plying with Section 305, positioned for a forward ap- proach, shall be provided. Knee and toe clearance oomptft with Section 306 shall be provided. 902.3 Height. The tops of dining surfaces and work surfaces shall be 28 inches (710 mm) minimum and 34 inches (665 mm) maximum in height above the floor. 902A Dining Surfaces and Work Surfaces for ChIldren's Use. Accessible dining surfaces and work surfaces primarily for children's use shall com- ply with Section 902.4. EXCEPTION: Dining surfaces and work surfaces used primarily by children ages 5 and younger shall not be required to comply with Section 902.4 where a clear floor space complying with Section 305, positioned for a parallel approach, is provided. 902A.1 Cl"rFloorSpaee. Adearfioorspace complying with Section 30.5, positioned for for- ward approach, shall be provided. Knee andtos clearance complying with Section 306 shall be provided. EXCEPTION: Knee clearance 24 inches (alo mm) minimum above the floor shall be permitted. 902.4.2 Hslylrt. The tops of tables and count ere shall be 26 inches (660 mm) minimum and 30 inches (760 mm) maximum above the floor. 903.1 General. Accessible benches shell comply with Section 903. 903.2 Clear Floor Spam A clear flow space com- plying with Section 305, positioned for parallel ap- proach to an end of the bench seat, shall be pro- vided. 903.3 Size. Benches shall have seats 42 inches (1065 mm) minimum in length, end 20 inches (510 mm) minimum and 24 inches (610 mm) maximum in depth. 903A Back Support. The bench shall provide for back support or shall be affixed to a wall. Bair sup- port shall be 42 inches (1065 mm) minimum in length and shall extend from a point 2 inches (51 mm) maximum above the seat surface to a point 16 inches (465 mm) minimum above the seat surface. Back support shall be 21/2 inches (64 mm) maxd- mum from the rear edge of the seat measured hod - z0011111Y• MA HelghLThe hop of the bench seat shell be 17 inters (430 mm) minimum and 19 inches (485 mm) maximum above the floor, measured to the trop of the seat. 903A Structural Strength. Allowable stresses shall not be exceeded for materials used where a vertical or horizontal force of 250 pounds (1112 N) is applied at any point on the seat, fastener mount- ing device, or supporting structure. 903.7 tNOLocatlons. Where providedinwetloca- tions the surface of the seat shall be slip resistant and shall not accumulate water. 904 Sales and Service Counters 900.1 General. Accessible sales and service count - am shall comply with Section 904 as applicable. 904.2 Approach. All portions of counters required to be accessible shall be located adjacent to a walk- ing surface complying witlh Section 403. 904.3 Sales and Service Counters. Sales and service counters shall comply with Section 904.3.1 or 904.32- The accessible portion offhe countertop shall extend the same depth as the sales and ser- vice countertop. 85 ANSI Stare ardei ; X197629_Ubwcioadnd &29/2005 6 1 t.28 FKt ET Single user license only- Copysg and networhmg prohibited Chapter-9.13ui@ -In Fumishings and Equipment I I benc I I I I I I { 42 min 1065 (a) Clear Floor Space and Size 21(2 max 64 20-24 510-610 (b) Bench Back Support and Seat Height Fig. 903 Benches 904.3.1 Parallel Approach. A portion of the counter surface 36 inches (915 mm) minimum in length and 36 inches (915 mm) maximum in height above the floor shall be provided. Where the counter surface is less than 36 inches (915 mm) in length, the entire counter surface shall be 36 inches (915 mm) maximum in height above the floor. A clear floor space complying with Section 305, positioned for a parallel ap- proach adjacent to the accessible counter, shall be provided. 904.3.2 Forward Approach. A portion of the counter surface 30 inches (760 mm) minimum in length and 36 inches (915 mm) maximum in height above the floor shall be provided. A clear flow space complying with Section 305, posi- tioned for a forward approach to the accessible counter, shall be provided. Knee and toe clear- ance complying with Section 306 shall be pro- vided under the accessible counter. 904.4 Checkout Aisles. Checkout aisles shall comply with Section 904.4. (ml 904.4.1 Aisle. Aisles shall comply with Section 403. ICC /ANSI A117.1 -2003 - - a ° N t0 i 0 0 a rn m a i n m t v 904.42 Counters. The checkout counter sur- face shall be 38 inches (965 mm) maximum in height above the floor. The top of the counter edge protection shall be 2 inches (51 mm) maxi- mum above the top of the counter surface on the aisle side of the checkout counter. 904A.3 Check Writing Surfaces. Where pro- vided, check writing surfaces shall comply with Section 902.3 904.5 Food Service Lines. Counters in food ser- vice lines shall comply with Section 904.5. 904.5.1 Self-Service Shelves and Dispens- ing Devices. Self -service shelves and dispens- ing devices for tableware, dishware, oondl- ments, food and beverages shall comply with Section 30B. 904.5.2 Tray Slides. The tops of tray slides shall be 28 inches (710 mm) minimum and 34 inches (865 mm) maximum above the floor. 904.6 Security glazing. Where counters or teller windows have security glazing to separate person- nel from the public, a method tofacilitate voice com- munication shall be provided. Telephone handset devices, if provided, shall comply with Section 7043 ANSI Store order VX197d29 nwtnloaded "or29i2005 5 -11 -28 I'M ET Cmnla nc�r lirnnc� nn]v nA n.N nrkin� nrn�hifcd NEW 5/8" TYPE 'X' C-M NEW AMIb 2 -PIECE EXPANSION JOINT No. 40 NFJ"15/8" TYPE 'X' 6H5 DRAFT STOP. EXISTING ROOF SHEATHING EXI5T1NG PRE- FABRIGATED ROOF TRL55 WEBBING LOWER GHORD OF PRE - FABRICATED ROOF TRU55 NEW 51MP50N 5TG ROOF TRL55 CLIP @132" O.G. NEW 2 x 4 WOOD GRIPPLE WALL W/ STUDS ® I6" O.G. d DBL. TOP PLATE PROVIDE ONE 30" WIDE X 48" HIGH HINGED ACGE55 PANEL WITH LATGH EACH DRAFTSTOP. AGGE55 PANEL SHALL HAVE 1/2" PLYWOOD FOR FAGE IN LIEU OF G.W.B. AGGE55 PANEL SHALL BE BELOW TRU55E5 BOTTOM GHORD EXI5TIN155 GWB OR 51,15PENDED GRID GEILING EXI5TING WALL 4 GWB P V�d/ ` ti /s DRAFT STOP PLAN 1/16" = 1' -0" " T� 0&&_ J;r LOP 'J ;r�oe' OCCUPANCY LEGEND DRAFT STOP PLAN LEGEND SYMBOL DESCRIPTION Table 1004.1.2 EXISTING DRAFT STOP TO REMAIN • • INSTALL NEW DRAFT STOP PER DETAIL 3/AO.02 140 S.F. SQUARE FLOOR AREA OF DRAFT STOP SEPARATIONS P V�d/ ` ti /s DRAFT STOP PLAN 1/16" = 1' -0" " T� 0&&_ J;r LOP 'J ;r�oe' OCCUPANCY LEGEND USE & OCCUPANCY CLASSIFICATION MEANS OF EGRESS PER I.B.C. 2003 EDITION Table 1004.1.2 LOAD THIS Floor Area in S.F. Per Occupant Allowances B Accessory Storage Areas / 300 gross Mechanical Equipment Room EXIT WIDTH B Offices 100 net B Assembly without fixed seats 15 net Paco -1�pr Aa )e-'r5-roo',may P�- Z{!e0 �46, JAW IRC,e j ob 160,/ 63 V 1OCCUPANCY PLAN /8° = 1' -0° 14,512 S.F. - GROUND LEVEL 163 = TOTAL OCCUPANT LOAD TOILET JAN. lv l� 3 � Z3 i2( v =mal MNA M S S architects n BLD05 -10 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA 98368 261 FlifAM ERED ZOAKR- ECT R. OANE OFWASHI GTON Revision Number Date Sheet Title Closing Date May 2005 Occupancy and Draft Stop Plans Sheet No. U1111-M State Project No. 2004 -232G (I - 1) SYMBOL LEGEND OFFICE ROOM NAME 917 SF /100 = 9 S.F. /OCCUPANTS PER S.F. LOAD THIS = OCCUPANT LOAD B OCCUPANCY CLASSIFICATION 32" MIN. EXIT WIDTH 160 M OCCUPANT LOAD B EXIT SIGN 8 EXIT SIGN W/ DIRECTIONAL ARROW DEFINED PATH OF TRAVEL - —� FOR EXITING Paco -1�pr Aa )e-'r5-roo',may P�- Z{!e0 �46, JAW IRC,e j ob 160,/ 63 V 1OCCUPANCY PLAN /8° = 1' -0° 14,512 S.F. - GROUND LEVEL 163 = TOTAL OCCUPANT LOAD TOILET JAN. lv l� 3 � Z3 i2( v =mal MNA M S S architects n BLD05 -10 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA 98368 261 FlifAM ERED ZOAKR- ECT R. OANE OFWASHI GTON Revision Number Date Sheet Title Closing Date May 2005 Occupancy and Draft Stop Plans Sheet No. U1111-M State Project No. 2004 -232G (I - 1) TOTAL OCC. LOAD THIS ADA EXIT: 28 TOILET 32" MIN. 310 160 Paco -1�pr Aa )e-'r5-roo',may P�- Z{!e0 �46, JAW IRC,e j ob 160,/ 63 V 1OCCUPANCY PLAN /8° = 1' -0° 14,512 S.F. - GROUND LEVEL 163 = TOTAL OCCUPANT LOAD TOILET JAN. lv l� 3 � Z3 i2( v =mal MNA M S S architects n BLD05 -10 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA 98368 261 FlifAM ERED ZOAKR- ECT R. OANE OFWASHI GTON Revision Number Date Sheet Title Closing Date May 2005 Occupancy and Draft Stop Plans Sheet No. U1111-M State Project No. 2004 -232G (I - 1) EXISTING W HIGH FENCE X X— X— X— X— X i X— X— X — X— X— X II— — — — — --- - - - - -- I TOE OF BANK Y I EXISTING ECOLOGY BLOCKS 1 II I I I CONTRACTOR 11 STAGING AREA / I CONTRACTOR Ix PARKING II i Q X I I 28' -0" 2 I 1 x I / X j LATFOR / II Ix +`4' ��O Go �QC SOP I I EXISTING IELECTRICAL TRANSFORMER EXISTING ELECTRICAL PANELS EXISTING GRAVEL PARKING (NO CHANGE) I I Ic w w N O a U '- w 11J O 4 a d GROCERY STORE 621 SHERIDAN AVE. — 617 SHERIDAN AVE. -, CASTLE HILL CENTER RM. 130 615 SHERIDAN AVE. � Y J 0 W lY W 0 w 0 a U O a WE NO CONTRACTOR PARKING — EXISTING PARKING NO CONTRACTOR 7th STREET DRIVE T 1 14 14 14 14 16 FIN SITE PLAN " 1" =20' I ANNEX I JEFFERSON 1 COUNTY 1 1 I I I 1 1 I 1 I 1 DRIVE I 1 1 W D Z W Q z in r .. M S architects Keynotes I. FIBER -OPTIC, GABLE APPROXIMATE LOGATION FOR INFORMATION ONLY. NOT IN 5GOPE OF WORK. 2. 1" RIGID ELEGTRIGAL GONDUIT APPROXIMATE LOCATION FOR INFORMATION ONLY. NOT IN 5GOPE OF WORK. Legend ILDO 5 -1 0Z 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA 98368 s2s, REGISTERED $A ARC �ECT UAI�_ R. WILLIAM SLOANE STATE OF WASHINGTON �7 cam - Revision Number Date Sheet Title Closing Date May 2005 Site Plan Sheet No. Al State Project No. 2004 -232G (1 -1 ) TOILET 124 125 I 6 I LAB r 123 L CLINIC 121 Q S CLINIC 118 CLINIC ltl TOILET 709 TOILE � � o tos = CLINIC 107 106 ❑ ❑ ra"nir1lig MALL J 114 = CLINIC 113 OPEN OFFICE 126 WAITING 103 FILES 117 STAFF 116 II rI- IRECEPTIONI 1 I I l02 /Ji L--- �� I ENTRY HALL 127 129 BREAK ROOM 128 ALCOVE 131 OPEN OFFICE 132 OFFICE II ALCOVE FI-3-3-1 134 PROJECT PHASE 1 PROJECT PHASE 2 1 TOILET 1 TOILET 135 ' 221 �AU OFFICE JAN. 220 136 CLINIC CONF. 215 F137 i 737 ROOM �u BREAICI 223 o Mct ROONp UJ 5 N 225 II HALL 222 �- CLINIC S OR' I I I I I I I ALCOVE - L 212 WORK STO$ . OFFICE OFFICE OFFICE �� /�f '-' S - ROO_N_ F1 3-9-1 140 141 1 °��O j � 213 CONF. I ALCOVE ROOM OFFICE lol STOR. a v HALL b 209 2to 144 = 8 I Q II il to OFFICE OFFICE OFFICE TOIEET 145 146 147 14 TOILET "205 CLERK 206 o Q TOILET IO i I I RIECEPTIOt I 1 s3 I '' E t49 I I I II �� 10 `\ � J i 4 CONF. �I OPEN V __ RECEP ENTRY ROOM I 5 �� -- J I 5 II I OFFICE 20 E-1661 � - - -� �I tsl II Fl-52-1 3 LL, - - J OFFICE II 3 154 WAITING to WATING II ROOM 750 ii200 n EXISTING COVERED WALK ❑ ❑ ❑ ❑ ❑ CURB LINE 1 PROJECT PHASE 1 CLINIC I 214 = N ��1 r Nei I 211 ALCOVE 1 201 TOILET TOILET HALL O 3t2 310 311 Orj Ih TOILET PF 313 OPEN q OFFICE I I 1 F3-0-8-1 8 II ° ADDITIVE OPEN I I I ALTERNATE No. 1 OFFICE 2 309 I I I OPEN OFFICE I II I OFFICE 307 CONF. HALL 306 HH ROOM 3os 2 H 304 q II 'D I STOR. OFFICE I I o 226 227 I I 10 I I JI 3 -J 2 HALL II OFF CE OPE OFFICE I 303 4 I r I I I II I I ° a � I O 2 I O NI II _ OPEN � q OFFICE I I I 302 RECEPTION 301 �J 7g 7 ❑ ❑ 1 1 ❑ ❑ ❑ CURB LINE 1 PROJECT PHASE 1 CLINIC I 214 = N ��1 r Nei I 211 ALCOVE 1 201 TOILET TOILET HALL O 3t2 310 311 Orj Ih TOILET PF 313 OPEN q OFFICE I I 1 F3-0-8-1 8 II ° ADDITIVE OPEN I I I ALTERNATE No. 1 OFFICE 2 309 I I I OPEN OFFICE I II I OFFICE 307 CONF. HALL 306 HH ROOM 3os 2 H 304 q II 'D I STOR. OFFICE I I o 226 227 I I 10 I I JI 3 -J 2 HALL II OFF CE OPE OFFICE I 303 4 I r I I I II I I ° a � I O 2 I O NI II _ OPEN � q OFFICE I I I 302 RECEPTION 301 �J 7g 7 ❑ ❑ ❑ A;FNE] ❑ ❑ ❑ ❑ PROJECT PHASE 2 DEMOLITION FLOOR PLAN 1/8" = V -0" \I� M S architects Keynotes I. REMOVE AND GAP OFF EX15TING PLUMBING FIXTURE. 2. GUT OPENING IN EXTERIOR WALL FOR NEW b'W x 2'-8 "H WINDOW. 5EE SHEET A4.01 FOR LOGATION OF NEW WINDOW OPENINGS. ADDITIVE ALTERNATE No. 1 3. REMOVE EXISTING FULL HEIGHT OR PARTIAL HEIGHT WALL. 4. REMOVE EX15TINCY DOOR AND FRAME. 5. REMOVE EX15TING GA8INETRY. b. GUT 3'W x I'M OPENING FOR NEYV DOOR. 1. REMOVE EX15TING STEP AND/OR WOOD PLATFORM. 8. EXI5TI% ELEGTRIGAL PANEL TO REMAIN. q. EXI5TIN6 GABINETRY TO REMAIN. 10. EXISTING PARTIAL HEIGHT WALL5 TO REMAIN. 11. EXI5TIN& STEP AND / OR WOOD PLATFORM TO REMAIN. 12. REMOVE, 5ALVAGE AND RELOGATE EXISTING GARNET. General Notes: A. CARPET AND ADHE51VE TO BE REMOVED THROUGHOUT EACH PHA5ED AREA 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA 98368 szst REGISTERED AIR R. WILLIAM SIL NE STATE OF @WASHINGTON Legena Revision EX15TING WOOD 5TUD Number — — ' WALL TO BE REMOVED. EX15TING DOOR d WOOD FRAME To BE REMOVED. d WOOD GA51NG MAYBE 5ALVAGED AND REU5ED. 91LD05 -'I0Z' Closing Date Date May 2005 Sheet Title Demolition Floor Plan Sheet No. A2.01 State Project No. 2004 -232G (1 -1) 2 x 4 CONTINUOUS BLOGKI BETNIIEN TOP CHORD TRUSSES OR 4' -0" MIN. LENC FLAT BLOCKING AT CENTER ATTACHMENT OF BRA ..,1,11MEeiAM 2 x 4 WOOD STUDS BRACED TO STRUCTURE ABOVE ® 48" O.G. STAGGERED EACH WAY 5U5PENDED GRID CEILING OR EXISTING G.HB. CEILING 2 x 4 WOOD STUDS ® 16" O.G. N/ 5 /8" G.W.B. EACH SIDE SOUND BATT INSULATION ® ALL STUD BAYS OF ALL NEW NALL5 EA BOTTOM PLATE SHOT NAILED, TO CONCRETE SLAB NU 'HILTI' POWDER DRIVEN FASTENERS NU 0.143 MIN. SHANK CONCRETE SLAB DIAMETER CONCRETE SLAB INTERIOR PARTITION WALL DETAIL 314" = 1' -0" DOUBLE TOP PLATE ATTACHED TO UNDERSIDE OF ROOF DECKING N/ 'SIMP50N 5TG' ROOF TRU55 GLIP EAGH 51DE ® 16" O.G. MAINTAIN CLEARANCE BETWEEN SHEATHING $ TOP PLATE INDICATED 5U5PENDED GRID CEILING OR EXISTING G.WB. CEILING 2 x 4 WOOD STUDS ® lb" O.G. NU 548" G.W.B. EACH 51PE SOUND BATT INSULATION ® ALL STUD 0AY5 OF ALL NEW WALLS BOTTOM PLATE SHOT NAILED, TO CONCRETE SLAB W 'HILTI' POWDER DRIVEN FASTENERS N/ 0.143 MIN. SHANK DIAMETER FULL HEIGHT INTERIOR PARTITION WALL DETAIL 3/4" = 1' -0" � EXISTING COVERED WALK CURB LINE PROJECT rHAJt I CtA�.D I � Tip 1= C'ONI C k�T-EL Aril R4- 1`11INCj u r�ISy�,��th'lT�t15 PROJECT rHAJt 1 1 1 MUD TOILET . ROOM PROJECT PHASE 1 1 1 PROJECT PHASE 2 Building and facilities shall be designed and constructed to be accessible in accordance with IBC Chapter 11 and ICC /ANSI A117.1 CONSTRUCTION FLOOR PLAN 1 /8" = 1' -0" 14,512 SF. ADDITIVE ALTERNATE No. l 'ILO 0 5 \I M S architects 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Keynotes Jefferson I. 2. NEN JANITORIAL MOP SINK. EXISTING ELECTRICAL PANEL. County 3. NEN ELECTRICAL PANEL. SEE 1 4. TRIGAIL EXISTING RECEPTION COUNTER Castle Hill S CABINET RELOCATED ADJAGENT TO NEW HALL. Center 5. EXISTING WLL A FRAMING TO REMAIN. REMOVE G.W.B. ONE 51DE a VERIFY SOUND GATT Tenant INSULATION 15 IN PLACE, IF NOT PROVIDE. FLRNI5HAND Improvements INSTALL NEN PARTITION ABOVE CEILING TO 615 Sheridan Avenue UNDERSIDE OF ROOF SHEATHING PER DETAIL Port Townsend, WA 98368 I/A2.02 _- --- -- - b. REMOVE EXISTING EXTERIOR PLYWOD SIDING, WINDOW 6261 TRIM, BELLY BAND AND REGISTERED PARAPET GAP TRIM. AR'1C1 CT REPLACE NU NEW 5/8° TI -11 �I PLYNOOD SIDING, PAINTED. 11YWVWd`UA VERTICAL GROOVES 0 8" O.G. R. WILLIAM SLOANE 5EE STRUCTURAL DRANIN65 STATE OF WASHINGTON FOR REQUIRED TENSION TIES d PLYNOOD NAIL SPACING. REINSTALL OR PROVIDE NEN PAINTED NINDON TRIM, BELLY BAND AND PARAPET GAP TRIM. General Notes: A. NEN CARPET TO BE INSTALLED AS INDICATED ON FINISH SCHEDULE. B. PATCH GNJB WHERE EXISTING MALLS, GA5EHORK d 5HELVIN6 HAVE BEEN REMOVED. Legend EXISTING WALL OR PARTITION TO REMAIN NEW INFILL PARTITION TO UNDERSIDE OF FRAMED OPENING. SIMILAR TO DETAIL 2/A2.02 USE 2 x 4 WOOD STUDS ® ib° O.G. N/ 5/88 G.NB. EACH SIDE. INSTALL SOUND BATT INSULATION BETWEEN 5TUD5, FULL HEIGHT OF STUDS. NEW PARTITION TO UNDERSIDE OF FANG GRID OR EXISTING GAB. CEILING. USE 2 x 4 NOOD STUDS ® Ib° D.G. NU 5/8" G.INB. EAGH SIDE. INSTALL SOUND BATT INSULATION BETNEEJ 511D5, FULL HEIGHT OF STUDS. 5E= DETAIL 2/A2.02 NEW PARTITION TO UNDER5I12E OF ROOF SHEATHING. USE 2 x 4 STUDS ® Ib° O.G. N/ 5/8" G.NB. EACH SIDE. INSTALL SOUND BATT INSULATION BETWEEN STUDS FULL HEIGHT OF STUDS. SEE DETAIL I/A2.02 EXISTING DOOR TO REMAIN. m I= 1 "`F� NEW DOOR 4 FRAME DOOR NUMBER 5YMB0L. OSEE 5GHEDULE SHEET A.5.01 WINDOW TYPE SYMBOL. VSEE SHEET A 5.01 FOR TYPES 4 517E5. INTERIOR ELEVATION A4ol SYMBOL. SEE SHEET A4.0I FOR ELEVATIONS b EXTERIOR ELEVATION A4.01 SYMBOL 147 ROOM NUMBER Revision Number Closing Date Date May 2005 Sheet Title Construction Floor Plan Sheet No. A2902 State Project No. 2004 -232G (1 -1) TOILET 124 �so HALL.- I c I I c I I I I 1- ENTRY( 127 .1 123. 1 1 1 1 1 1 CiPEI�I I ��� l.. aso .". I d_..T_FT_1_FT7MI_I I 1 1 I I I so I -"hP I I I 1 1 4J 1 T I I I .I BREAK �.. CLINIC " -.. I - I I I I ROOM I -" I I T1 I 128 I. oSD . " 122' I I��I I I� L - -- J.. - ® CLINIC- • -. ' :60 soo' I- ... -CLINIC ®- -LINIt .o I I SDI I I 918 120 I -4FUES 4— .. _ —_. 7 1 1 � 1. CLINIC HALL. I CONF. I . ®. D. 1 -rt-I- rt I ROOM I I llo �.°�.. N �� Q 41� I I I ' 101 1 1 1 1 I 4 I CLINIC, �SD STAqF I I i_0, ". 113 I I 0 I I TOILET .1 os . I I I ICLER_K I I I I I I I LLI- I I ®.� rT I -T, 4 I rT -1 -ri - +s -o° T� I .1..1- 1- ,•. -t F - 4ttmgt 1- r I so 11 (CLERK 1 1 1 1 1 1 IR%t- N I 1 1 1 5 �� 1 1 1 1 1 1 11 oT D1 _ I I I- 1- �'T--� -I- t- -ts -1- t -t ENTRY � 1410'1.0' r I I I I I I 1 °O �,� I Ic1 I I� 1 I Ic1 I icI I Ick7J 1cI . -L-L J_11_ -L --I_L.1__1- 1_-11- -- - I-- �- 1- I- ��I -I-� ALCOVE I I I I I I I I I T P I 1 1 1 1 1 1 I 106 1 1 1 1 1 1 1 1 1 1 1 F1 (p3]1 1 1 1 1 1 1 1010 I ' IST9R. I I r` I I I1 I I I flOFa �� `U I PROJECT PROJECT PHASE 1 I PHASE 2 I TOILET I TOILET 135 I 221 k I Inl - I — r PEN- - t- I ( I I I I I OFFICE V "I c l UAN. C- I_ I I -L I I_I 11 IsPISDI 1 ?� I I I 4FF El I �'1 I I I I I I I I CIO a- � -1- -I 1- ALtOIVE I I 34 I I I I I I I I I 1 I 1 I I I 3 ._7.. rrr - - -- ROOM SERVER 223 224 TOILET 310 _— Y— _ 2 I — r ALL 410' -0" 1 � � 3 - - - -I -- I - -L F �. OPEN - L - -J -- FFICE r,7� - - +- II 4- 0 EN OFFICE I I pq 1- T - -I - --I y-- -�I 6F- 1-7 - ROOM I- A L I- - 'HALL : 225 tt - r7 -t7- 3o I D tt >x" 222 I SD O QPEN I I I .... 2 _ L -L _I_ L 1 CLINIC ® ` I COINF. I 3061 NF. ® CLINIC STOR. - - - T - RQQ111r - ®'. _ a 1 Usp- :. tt. sP L -I 2 l 217 CLINIC'® I�F- 1_ L —WORK j 2 1 - 212 ® - �� -: — 22b' - ®. OFFICE - : �. CLINIC : ® tt OFFICE F227 - p o sP ALCOVE .. 2t 1 ® f �IHALL OFE - OF IQE I I 210 HALL 22s I sP 209 11. tt I . ':. 303 ®_ 208 +II' -3 °' 229' - - SD TOILET L -oil I- - -I- - - - - �*� �° ® 2os IN K STOR - F - - - qLCiER6K a R M 230 ® 23 . sP. 206 2 T-K71- T-1 _r T _ 1012 �j I c l I I cl CTONF. -T -1_ TI I I I I sDO _ I_ IECEPTION I i � dl I I I I III I I I I I I I 1491 I I I cl II I `�MSsr711 I +cM I I 1 1 1 1 s`D 1 1 1 d �1 1L�lic�i 1� t I I (OPEN 10 I 1 is Ti- I- T-I- rTi -��=Ln �I fi --►J OFFiC1#(sl� I I �F 1 1�! I ICI 1 101 1 111 11 015 I I I I iIII``;�"111� 1 tgo1 ® .. 0 I I I- OFFICE H 1ECEo1fION _t ----- - -i-_ T-- 1--- I-`� -t _ f `.�1 -4 -- L- -1_�J-1�2 _LER -I -- I - -I-- - �2 - II a - - -I -- I -- I I4101-011 203 I l 1 _J 2_ C I _ I - -I- — — ` — — 1. — 1-- — —1— `•� —1 ==J 4101 -0u -I- t- I T rp'f -- j -��� -- I- 20i� -a - -I-` -�I -- a - - -I-= - - -I - --1� I I - t- - -I-- - - -1 -- I -- 1 - -1 -- -- - -� -- I - PROJECT PROJECT PHASE] PHASE 2 N OILET 3121 TOILET 313 DEMOLITION REFLECTED CEILING PLAN 1 /V"- 1' -O" !N E MN VrImhl architects Keynotes I. SKYLIGHT TO BE REMOVED. OPENING TO REMAIN. ANY LIGHT FIXTURE AND VERTIGAL SHAFT IN OPENINGS TO REMAIN. 2. Fj 15TING ATTIG AGGE% TO REMAIN. 3. EX15TINO HARD GEILING TO BE REMOVED. 4. SKYLIGHT TO 13E REMOVED, 5ALVAGED d REINSTALLED IN EXISTING LOCATION ON EXISTING ROOF CURBING. Legend - Items To Remain HVAG GRILLE GEILING TO 5MOKE DETECTOR REMAIN. SPEAKER I II It11��i1 6LU -ON ACOU5TIGAL TILE TO REMAIN. F 2x4' LIGHT FIXTURE ® I'x4' LIGHT FIXTURE. ® INGANDE5GENT LIGHT FIXTURE. N HVAG GRILLE O S D 5MOKE DETECTOR osp SPEAKER 110--oll EX15TING HEIGHT OF GEILING TO REMAIN EXHAU5T FAN ROOM NUMBER 3o6 Legend- Items To Be Demolished —I— — –I - Acm5TIGAL MTL. GRID TO SE I I I REMOVED. r - —1 2k4' LIGHT FIXTURE L J TO BE REMOVED d 5ALVA6ED FOR RE4 5E. INGANDE5GENT LIGHT .. FIXTURE UNDER 3 ^ GANOPY TO BE REMOVED. 2'x2' WAG SUPPLY GRILLE TO BE REMOVED E 5ALVAGED FOR RE-U5E. r/-71 2k2' HVAG RETURN I/ J AIR GRILLE TO BE REMOVED d 5ALVAGED FOR RE -USE. OS D 5MOKE DETEGTOR SPEAKER. TO BE REMOVED IN AGO15TIGAL G1-6. / P AREAS 3 TO REMAIN IN ARE5 OF GY6 GEILING. — EXISTING 5TUD KgL5 – — — — TO BE REMOVED. 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA 98368 Revision Number Date Sheet Title s2s1 REGISTERED R�II�tAai�(oE C- R. WILLIAM SL0 NE STATE OF WASHINGTON Closing Date May 2005 Demolition Reflected Ceiling Plan Sheet No. A2.03 State Project No. 2004 -232G (1 -1) Designation: C 636 — 96 IUll/ MTERNATIONAL Standard Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay -In Panels' Ties standard rs issued under ate fixed desig inum C 636, the number rnnnedeemly following the desgnauao mdum a the year of ongnal adepuou or, in the case of revision, die year of last revision A number in pereniheses endumes the year of last reapproval A .'an,enpt e,vtrn le) mdmatea an alin ..I change sine,, the last revision or reapproval 71ns amnrkerd has been approved for use bvv agennes of the Depomnem of [),faoo, 1. Scope 1 1 This practice covers the installation of suspension sys- tems for acoustical We and lay -m panels. It is applicable to contractors whose services are utilized for installing acoustical ceilings and to other trades if their activities are responsible for interference with ceiling components or performance as de- fined in this recommended practice. 1 2 While the practices described in this document have equal application to rated fire - resistive suspension systems, additional requirements may have been imposed to obtain the fire endurance classification of particular floor - ceiling or roof - ceiling assemblies These details should be obtained from the manufacturers ) 3 Surdarly, additional detailing may be necessary to meet sound attenuation requirements when ceiling plenums extend over contiguous rooms These, too, should be obtained from the manufacturer of the acoustical material employed 1 4 The values stated in inch -pound carts are to he regarded as the standard 1.5 While many of the practices described in this practice have application to the installation attracted suspension systems in exterior environments, the specific design of extenor ceiling installations requires the review and approval of the architect, engineer, or both, who are responsible for the construction of the building or modifications to an existing building While recommendations from the manufacturer should be solicited, it remains the final responsibility of the architecdcngineer to ensure proper application of the materials in question 1.6 This standard does not purport to address of the safety concerns, f arty, associated with its use. If is the responsibility of the user of this standard to establish appropriate safety and health practices and derennme the applicabihty of regulatory limitations prior to use. 'This pmcace is under the tunsdanim of ASTM Comrmites E -33 an Enaron- inenml Acoustics and . the duect responstbilRy of Sobcomnuttee E3304 on Appbcauan of Acoustical Matenais and Systems Current Minn approved ]one 10, 7996 Published August 1996. Capitally pubhshed as C636 -69 Last prewous edmon C 636 -92" Z. Installation of Components 2.1 Hangers, 2.1 1 Where acoustical ceilings are suspended from a shi c- lure of wood construction, attach hangers with suitable me- chanical devices either to the bottom edge of the wood joist, or to the vertical face of the wood joists near the bottom edge Holding power tests certified by the manufacturer must be available on request for bottom edge attachment devices. 2 12 Where acoustical ceilings me suspended from a stric- ture of concrete construction, mount hangers using cast -in- place hanger wires, hanger inserts, or other hanger attachment devices whose suitability has been demonstrated by standard construction practice or by certified test data 2 13 Space hangers for carrying channels or mam runners 4 ft 0 in (1.2 m) on centers If local situations allow greater center distances between hangers, reduce the load - carrying capacity of the ceiling suspension system commensurate with the actual center -to- center hanger distances used 2 1.4 Each suspension wire shall not hang more than one in six out of plumb unless a countersloping wire or horizontal bracing is provided See Fig 1 for allowable countersloping methods Suspension wires should not press against ducts or pipes 21 5 Hangers farmed from galvanized sheet metal stock shall be suitable for suspending Carrying channels or main runners from an existing structure provided that the hangers do not yield, twist, or undergo other oblectionable movement 216 Wire hangers for suspending carrying channels or main runners from an existing structure shall be prepared from a ininimiim of No. 12 -gage (2 05 -mm) galvanized, soft - annealed, mild steel wire 2 17 In some installations hanger wires are secured to special attachment devices that support the carrying channels or main runners Such attachment devices shall have certified load test data from an independent test laboratory and shall be capable of carrying five times the design load 22 Carrying Channels: 2 2 1 Install the carrying channels so that they are all level to within i/s m. in 12 ft (3 2 our to 3 66 m) Gopyngat P ASt inlemallenal 100 fart riaNR Onve, P Sax 07W West c anohDman. PA 19428 -29M, U11t.d somas Mi) nvG� 0 C 636 METHOD 1 METHOD 2 METHOD 3 FIG. 1 Allowable Countersloping Methods 2 22 Perform leveling with the supporting hangers taut to prevent any subsequent downward movement of the carrying channels when the ceiling loads are imposed 2.2.3 Local kinks or bends shall not be made in hanger woes as a means of leveling carrying channels. 2 14 In installations where hanger wires are wrapped around carrying channels, the wire loops shall be tightly 641 I SUn i >v'LF formed to prevent any vertical movement or rotation of the member within the loop. 2.3 Main Runners. 2.3 1 Install main runners so that they are all level to within 114 in. in 10 ft (6.4 mm in 3 05 m). Determine evaluation of levelness from measurements taken below hanger points Make 0 C 636 the measurements after completion of the ceiling installations but prior to building occupancy. 2 3.2 Where main runners are supported directly by hang- ers, perform leveling with the supporting hanger taut to prevent any subsequent downward movement of the main runners when the ceiling loads are imposed 2 3 3 Local kinks or bends shall not be made in hanger wires as a means of leveling main runners 2 3 4 In installations where hanger wires are wrapped through or around main runners, the wire loops shall be tightly wrapped and sharply bent to prevent any vertical movement or rotation of the member within the loops The wire must be wrapped around itself a minimum of three full turns (360° each) within a 3-in. length. See Fig 2 for an example 2.4 Cross Runners - 2 4 1 Install cross runners supported by either main runners or by other cross runners to within 'Gz in (0 79 mm) of the required center distances This tolerance shall be noncumula- tive beyond 12 ft (3.66 m) 242 Intersecting runners shall form a right angle 2 4.3 The exposed surfaces of two intersecting runners shall lie within a vertical distance of 0015 in (D 38 mm) of each other with the abutting (cross) member always above the continuous (main) member 2 5 Splines— Splines used to form a concealed mechanical Joint seal between adjacent tiles shall be compatible with the tile kerf design so that the adjacent tile will be horizontal when installed Where splines are longer than the dimension between edges of supporting members running perpendicular to the splines, place the splines so that they rest either all above or all below the main running members 2 6 Assembly Devices - 2.61 Join abutting sections of main runner by means of suitable connections such as splices, interlocking ends, tab locks, pm locks, etc Ajoint connection shall be Judged suitable both before and after ceiling loads are imposed if the ,Joint provides sufficient aligment so that the exposed surfaces of two abutting main runners lie within a vertical distance of 0.015 in (0 38 mm) of each other and within a horizontal distance of 0 015 in (0.38 mm) of each other. FIG 2 Hanger Wire Tie Detail 642 2 6 2 There shall be no visually apparent eneular displace- ment of the longitudinal axis of one runner with respect to the color 2.6 3 Assembly devices shall provide sufficient spacing control so that horizontal gaps between exposed surfaces of either abutting or intersecting members shall not exceed 0 020 in (0 51 mm) 264 Spring wire clips used for supporting main runners shall maintain light contact between the main runners and the carrying channels when the ceding loads are imposed on the runners 2.7 Ceding Fixtures 2 7 1 Mount fixtures installed in acoustical tile or lay -m panel ceilings in a manner that will not compromise ceiling performance. 2 7 2 Fixtures shall not be supported from main runners or cross runners if the weight of the fixture causes the total dead load to exceed the deflection capability of the ceiling suspen- sion system In such cases, the fixture load shall be supported by supplemental hangers within 6 in (152 mm) of each comer, or the fixture shall be separately supported 2 7 3 Fixtures shall not be installed so that main runnen or cross runners will be eccentrically loaded except where provi- sion is inherent in the system (or is separately provided for) to prevent uaderhirable section rotation or displacement, or both In any case, runners supporting ceiling fixtures shall not rotate more than 2° after the fixture loads are imposed 27.4 Where fixture installation would produce rotation of runners in excess of 2 °, install fixtures with the use of suitable accessory devices These devices shall support the fixture in such a manner that main runners and cross runners will be loaded symmetrically rather than eccentrically. 3. Interference of Ceiling Related Components 3.1 The specifier shall designate die type of suspension system to be employed and shall communicate to all parties concerned the necessary details of the acoustical ceiling to satisfactorily identify the number, size, spacing, location, and types of fixtures to be accommodated in or above the ceiling 3 2 Prior to the beginning of ceiling work at a construction site, the ceiling contractor and other contractors whose work is related to the ceiling installation shall designate all areas of potential Interference between ceiling components and compo- nents from other trades 33 All areas of interference that arise following the begin- ning of ceiling construction shall be reported by the contractors involved to the general contractor or the Specifier, or both, as soon as the interference is observed 4. Appearance 4.1 Lighting 4 1.1 Where light from fixtures, cove lights, or high win- dows strikes the surface at a small angle, even slight uneven- ness of James of acoustical the may result in unsatisfactory appearance. Under such conditions beveled tile should be used in preference to square edge the and installed with considerable Gaze. 4.12 The unfavorable appearance sometimes produced by edge lighting of ceilings suggests the desirability of using Hush & C 636 or recessed mounted lighting fixtures wherever this problem final building occupancy. If temporary lighting must be used, may be a critical one Ceiling shadows cast by strong natural care shall be taken to position lights such that tempo fight coming through high windows also suggests the desir- rary conditions will approximate the final lighting condition ability of using tinted glass, blinds or draperies to soften or diffuse the light entering such openings 6. Keywords 5. Inspection 5 1 The inspection of specific ceiling areas for acceptability shall be made with lighting conditions corresponding to that of 61 acoustical tile; lay-in panels, metal ceiling suspension system, suspension systems ASTM international fakes no position respecting the validity of any patent rights asserted in connection with any item mentioned in this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the risk of infringement of such rights, are entirely their own responsWry This standard is subject to revision at any time by the responsible technical committee and must be reviewed every Am years and dnof revised, etthermapproved or withdrawn Yourcomments are invited either forrevision of this standard or foradditlonaf standards and should be addressed to ASTM International Headguanom Your comments will receive careful consideration at a meeting of the responsible technical committee, which you may attend. If you feel that your comments have not received a fair hearing you should make your views known to the ASTM Committee on Standards, at the address shown below. This standard is copyrighted by ASTM Intamabonat 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428 -2959, United States individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the above address or at 610 -632 -9585 (phone), 610.832 -9555 (lax), or service ®astm.org (e- mail), or through the ASTM websee (www, astm org). 643 FULL HEIGHT WALL i II iI RIGID VERTICAL STRUT. MAY BE STEEL STUD, BLACK IRON, OR i EMT CONDUIT. SEE NOTE BELOW. / � 412 GA. WIRE SPLAYED IN / 4 DIRECTIONS NOT EXCEEDING 45 / NOTES: AT PERIMETER -MAIN RUNNER & CROSS TEE SUPPORTED 0 B' -O' O.C. & 318" CLEARANCE AT ADJACENT WALLS. PROVIDE 8 GAUGE VERTICAL WIRE HANGERS AT 4' -0" O.C. EACH WAY, TYPICAL 1. VERTICAL STRUT: A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND 4 FASTENED TO THE STRUCTURAL MEMBERS OF THE FLOOR ABOVE THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. SUSPENDED CEILING SHALL MEET OR EXCEED CLASS 1 FLAME SPREAD CLASSIFICATION PER SECTION 2. 8.03, ITEM 2 & TABLES B -A & 8 -B. CEILING SUSPENSION SYSTEM SHALL BE BUILDING DEPARTMENT APPROVED. 4 2 i SUSPENDED CEILING DETAIL IMP = 1' -0" PROJECT IJHAJt i PROJECT rHAJt 1 PROJECT PROJECT PHASE 1 PHASE 2 TOILET TOILET NEW REFLECTED CEILING PLAN N 1/8" = 1' -9" M S architects Keynotes I. NEW SKYLIGHT IN EXISTING OPENING. 2. NEW GWB HEADER WHERE GEILING HEIGHT TRANSITIONS. 3. EXI5TING ATTIC. AC.GE55 DOOR. 4. EXISTING SKYLIGHT. REINSTALL IN EXISTING OPENING. Legend - Items To Remain GNB GEILING TO REMAIN. GLU -0N AGOUSTIGAL TILE TO REMAIN. PENDANT HUNG LIGHT ® FIXTURE =p 2'x4' LIGHT FIXTURE ® 15<* LIGHT FIXTURE. INGANDE5GENT LIGHT FIXTURE. V0 OsP SPEAKER ® FAN Legend - Items New or Re- installed NEW ACOUSTICAL TILE 6 METAL GRID SYSTEM. SEI5MIG BRAGING PER 1 /A2.04. NEV4 2'x4' L16HT FIXTURES NEW LIGHT FIXTURES UNDER GANOPY. SEE ELEGTRIGAL DRAWINGS 2'x2' WAG SUPPLY GRILLE, SEE MEGHANIGAL DW65. ® 2'X2' WAG RETURN AIR GRILLE, SEE MEGHANIGAL DWG%. NEW GWB GEILING OR GWB PATCH REMOVED WALL +10' -0" HEIGHT OF NEW GEILING �' &D a 5 G 2 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA 98368 s2si REGISTERED ,,,,ARNHECT 1 11�..r MIND RMS Revision Number Date Sheet Tifie Closing Date May 2005 New Reflected Ceiling Plan Sheet No. A2.04 State Project No. 2004 -232G (1 -1) i 1■ I 1 I NNER F. M 111 mill 11111MM01111111111111111 new SEE A ��111 II AIR 111111-10-1 111111111 000 01 1 0 ■1�1 �1 loll 11110111 1 =1iI91 .. TOILET NEW REFLECTED CEILING PLAN N 1/8" = 1' -9" M S architects Keynotes I. NEW SKYLIGHT IN EXISTING OPENING. 2. NEW GWB HEADER WHERE GEILING HEIGHT TRANSITIONS. 3. EXI5TING ATTIC. AC.GE55 DOOR. 4. EXISTING SKYLIGHT. REINSTALL IN EXISTING OPENING. Legend - Items To Remain GNB GEILING TO REMAIN. GLU -0N AGOUSTIGAL TILE TO REMAIN. PENDANT HUNG LIGHT ® FIXTURE =p 2'x4' LIGHT FIXTURE ® 15<* LIGHT FIXTURE. INGANDE5GENT LIGHT FIXTURE. V0 OsP SPEAKER ® FAN Legend - Items New or Re- installed NEW ACOUSTICAL TILE 6 METAL GRID SYSTEM. SEI5MIG BRAGING PER 1 /A2.04. NEV4 2'x4' L16HT FIXTURES NEW LIGHT FIXTURES UNDER GANOPY. SEE ELEGTRIGAL DRAWINGS 2'x2' WAG SUPPLY GRILLE, SEE MEGHANIGAL DW65. ® 2'X2' WAG RETURN AIR GRILLE, SEE MEGHANIGAL DWG%. NEW GWB GEILING OR GWB PATCH REMOVED WALL +10' -0" HEIGHT OF NEW GEILING �' &D a 5 G 2 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA 98368 s2si REGISTERED ,,,,ARNHECT 1 11�..r MIND RMS Revision Number Date Sheet Tifie Closing Date May 2005 New Reflected Ceiling Plan Sheet No. A2.04 State Project No. 2004 -232G (1 -1) _ 77, 4 I b I I XS I PROJECT PROJECT 3 - -I5 -- I I I I I Is I I 2 I PHASE 1 PHASE 2 I 1 I 3 1 .O — 'i2--------- - - - - -- -- 1----------------- - - - - -- ---------------- - - -- -- I —J R I D G E 0 10 I I IIL U1 b 0--0 1 C 02 T 8 1 I R I D G E N N m� 2-111/2 A SIM. � I I n_n II I 5 I N L —Ik- U� U 7 LJ I I I 2' -II I12" I I r �1 I I5 I n u II I b II I L n n I I I �. I SLOPE U U 4 (EXIST) I 3 AC /fO CONCRETE N I N 2'- 111/2" FIRE WALL F. 7 b v �� cv b `� — v I X� A �J II rr — = - - =� I—=- - - ==11 C�1� r=11 LEXISTING I 10' -I 112" 10' -I 112" 1 n II II BUILDNG�� ° ryu o 10 o ry n IF-- 71 d) 1 1� a 8 bb C 'I •,— rll f1•� I—© 1 I41I_ II��_ _� b nl I \/I 0 I, ��—„ rl�'� 60 = U —� ZJ I� _ I b / \�I 2' -II I/2" THI5 WAG UNIT 4 WDOD U U ZJ �X bI — SLEEPERS TO BE REMOVED r �11 le--�j ie- A FROM ROOF DURING I II PROJECT PHASE 2 w p I I Nr � II II I d II I 0 1 L J I I -------------- - - - - -0 - -0 ---O - - - -- - -13 - - - - - -- - o - --- --- - - - - -- - - - - -- - -- ---------- - - - - -- I - - - - -- ----- - - - - -- - - - - -- — -- - - - - -- -- 13-------- - - - - -I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — , — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- - - - - -- - - - - -- ------ _— _— _ - -_ —_ --- _— _--- - - - - -- -� 7 — 1 I _ - - - - -- ----- - - - - -- - - - - -- ----- -_ - - -- ----- - - - - -- ---- - - - -_= ----------- 1 = J 14 I 1 14 eF� 1 PROJECT PROJECT PHASE 1 PHASE 2 DEMOLITION ROOF PLAN 1/8" = 1' -0" IN N architects Keynotes 1. EXISTING PLUMBING VENT PIPE. REMOVE EXISTING FLASHING. 2. EXISTING EXHAU5T HOOD. REMOVE HOOD. GLEAN 4 REPAIR A5 REQUIRED. 5TORE FOR REINSTALLATION YV NEW ROOF. 3. REMOVE EXISTING WOOD SHINGLES 4 UNDERLAYMENT5. THOROUGHLY GLEAN EXISTING PLYWOOD SHEATHING TO REMOVE L005E ROOFING RESIDUE AND DEBRIS PRIOR TO NEW ROOFING INSTALLATION. 4. EXISTING ROOF DRAIN. CAREFULLY REMOVE STRAINER 4 CLAMPING RING. GLEAN 4 REPAIR BOTH. THOROUGHLY GLEAN DRAIN BOWL. TEST DRAINS WITH WATER TO MAKE SURE THEY ARE RUNNING FREELY. 5. REMOVE EX15TING SKYLIGHTS 4 DISCARD, ROOF GURB5 TO REMAIN. PROVIDE TEMPORARY SECURE WATERTIGHT COVER UNTIL NEW 5KYLI6HT5 CANOE INSTALLED. b. EX15TING WAG UNITS 4 WOOD 5LEEPER5 TO BE REMOVED FROM ROOF. 7. REMOVE EXISTING DUCT WORK THAT PENETRATES ROOF. REMOVE EXISTING CURB AT (DUCT PENETRATION. 8. REMOVE EXISTING BITwBot)5 ROOFING 4 GAP SHEET ROOFING. REMOVE ALL EXI5TIN5 GANT5 4 CRICKETS. REMOVE EXISTING ROOFING 4 SHEET METAL FROM ALL BUILT -UP GURB5 THAT ARE TO REMAIN. 9. EXISTING OVERFLOW PIPE. REMOVE EXISTING FLASHING. TEST PIPE W/ WATER TO MAKE SURE IT 15 RUN LING FREELY. 10. CAREFULLY REMOVE EXISTING SKYLIGHT 4 STORE IN A PROTECTED LOCATION FOR REIN5TALLA'FION AFTER NEW ROOFING 15 INSTALLED. ROOF GUR55 TO REMAIN. PROVIDE TEMPORARY SECURE WATER TIGHT COVER UNTIL 5KYLIGHT5 GAN BE REINSTALLED. II. EXISTING ROOF MOUNTED EXHAUST FAN. 12. FILL E45TING SCUPPER OPENING 50 IT GAN BE ROOFED OVER FILL WALL OPENING TO MATCH ADJACENT WALL SURFACE. 13. REMOVE EX15TING METAL FLASHING GAP. 14. REMOVE EXISTING BITUMENOU5 ROOFING IN GUTTER. THOROUGHLY GLEAN EXISTING PLYWOOD SHEATHING AND PREPARE SURFACE FOR INSTALLATION OF NEN ROOFING IN GUTTER. 15. EXISTING METAL DRIP EDGE FLASHING TO BE REMOVED. Legend 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA 98368 Revision Number Date Sheet Title 6261 REGISTERED R. WILLIAM SLOANE STATE OF WASHINGTON •� t 64� uh� 11r,+�� Closing Date May 2005 Demolition Roof Plan Sheet No. ID05 ®F 02, A2.06 State Project No. 2004 -232G (1 -1) CONCRETE FIRE WALL EXISTING ADJACENT BUILDING RIGID INSULATION CANT TYP. NEW 30" x 36" ROOF HATCH W/ 1 J I INTEGRAL CURB d IN51)LATION ® ®0 ® 8 08 ® O 0 o PPEFINI5HFD 24 GA. G.I. FLASHING ® SKIRT. POP RIVET TO ROOF HATCH P05T + SLIDING SAFETY INTEGRAL GURB ® 12" O.G. ry m m NEW MODIFIED BITUMEN GAP SHEET LADDER ROOFING REMOVE EXISTING SHEATHING n — — — — — — — — — — — — — — — — — — — — — — — — — 4" TOP CHORD OF EXISTING INSTALL FLAT 2 x 4 WOOD BLOCKING BETWEEN WOOD O o STRUCTURAL FRAMING I ; ° CUTOUT I Lin I III a I ROOF HATCH 311 -1 -0 12" i-12" EXISTING ATTIC PARTITION WALL LADDER WALL 13RAGKET BY LADDER MANUFACTURE. ATTACH TO WALL EXISTING STUDS OR PROVIDE 6' -0" LONG LEDGER ATTACHMENT TO AT LEAST (3) 5TUD5 FOR ATTACHMENT. PROJECT PROJECT PHASE 1 PHASE 2 TYP. ® (5) LOCATIONS 5 1 A5A � 12" 1 `4� IS �-� <� �--��TYP. o 2I 1 10 8 0 g 8 1 b' -I" R I D G E b ,� �/ © R I D G E 5 5 I ffia II 4 SLOPE 112 51-01"J 11-12 2 TYP. FOR (3) N EQ. EQ. EQ. EQ. 1 o p 10 10' -11/2" 10' -11/2" 1 � O 8 4 EXISTING GLU-LAM BEAM, SEE FOR (3) STRUCTURAL DRAWINGS © � 1 bl l 1 2 PROJECT PHASE 1 1 raw- PROJECT PHASE 2 4 50 51M. 4 8 5.0 SIM. W - � N 0 o es — 1 N w � q AS n TYP. 21 I 8 A2A c� A5.( LU tkl N � � 5 O • 1 N 2' -II I/2" TYP. SLOPE 1 W2 1 © — ASA (V 17 ry � — 5 O SLOPE N w I.12 2' -II 1/2" 4'-2" 1, 8 W A iEVA m �F 3 a�� ilk NEW ROOF PLAN 118" = 1' -1711 Z-II 1/L P. N ri - \I r M S architects Keynotes I. EXISTING PLUMBING VENT PIPE. INSTALL NEW LEAD FLASHING TURNED DOWN INTO PIPE. VERIFY FLASHING 51ZE TO FIT EXISTING PIPE. 2. INSTALL NEN 2 x 10 CURB (q 1/2" HIGH) AT EXHAUST FAN HOOD LOCATION. SEE DETAIL L A3 REINSTALL GLEANED d REPAIRED EXHAUST FAN HOOD. 3. INSTALL NEW GOMP051TION SHINGLE ROOFING d UNDERLAYMENT5.\ 4. REINSTALL GLEANED CLAMPING RING OVER NEN ROOFING 4 REINSTALL GLEANED STRAINER. 5. I145TALL NEW SKYLIGHT ON EXISTING CURB. SEE DETAILS 1 8 q A3 .03 .03 b. INSTALL NEW HVAG UNITS ON FAGTORY CURB. SEE MECHANICAL DRANINGS S DETAIL 03 UNITS TO BE INSTALLED OVER NEW OPENING IN ROOF. INSTALL SUPPORT FRAMING AROUND NEN OPENING IN PLYWOOD AS REQUIRED. DO NOT GUT TRUSS TOP CHORD. OPENING IN ROOF FOR SUPPLY d RETURN AIR DUGT5 SHALL BE COORDINATED BETWEEN THE GENERAL CONTRACTOR AND MECHANICAL CONTRACTOR. 1. FILL OPENING LEFT IN ROOF BY REMOVAL OF EXISTING DUCT DROP S CURB. FILL OPENING IN ROOF WITH PLYWOOD SHEATHING MATCHING THICKNESS OF EXISTING SHEATHING. INSTALL SUPPORT FRAMING UNDER PLYWOOD PATCH AS REQUIRED. 8. INSTALL NEN BiTUMENOIY ROOFING W/ GAP SHEET. q. INSTALL NEW LEAD FLASHING AROUND OVERFLOW PIPE. TURN FLASHING DOWN INTO PIPE. VERIFY FLASHING SIZE TO FIT EXISTING PIPE. 10. REINSTALL EXISTING SKYLIGHT ON EXISTING GURB AFTER NEN ROOFING INSTALLATION. II. EXISTING ROOF MOUNTED EXHAUST FAN. INSTALL ROOFING UP EXISTING METAL GURB W/ COUNTER FLASHING INSTALLED AROUND EXHAUST FAN MOUNTING GAP. SEE DETAIL.,& A3 12. EXISTING FILLED d ABANDON SGUPPER OPENINGS. 13. NEW OVERFLOW 50UPPER5 THROUGH CURB. 5EE DETAIL O 14. INSTALL NEW MODIFIED BITUMENOUS ROOFING IN GUTTER. 15. NEW FLASHING GAP. I6. STANDING SEAMS IN FLASHING GAP TYP., 10' -0" O.G. MAX., SPACED EQUALLY. 11. RAI5E CURB b ". INSTALL MEN SKYLIGHT ON NEW RA15ED CURB. SEE DETAILS l 8 q A3 A3 .03 18. NEN CRICKET UNDER ROOFING CONSTRUCTED OF RIGID INSULATION TO DIRECT HATER TO DRAIN5. Iq. ROOF HATCH. 20. INSTALL ROOF TOP AIR CONDITIONING UNIT ON SLEEPERS. SEE MECHANICAL DRAWING5. ADDITIVE ALTERNATE BID No3 21. NEN ROOF MOUNTED EXHAUST FAN. ADDITIVE ALTERNATE BID No. 2 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA 98368 vs�' Fi� R. WILLIAM SLOANE STATE OF WASHINGTON Revision Number Closing Date Date Sheet Title May 2005 New Roof Plan Sheet No. X42.07 State Project No. 2004 -232G (1 -1 ) — 1 p 10 O 1 m m q 1 ASA � �� �� 4 q � TYP. rL � �� 'z ' 2 PROJECT PHASE 1 1 raw- PROJECT PHASE 2 4 50 51M. 4 8 5.0 SIM. W - � N 0 o es — 1 N w � q AS n TYP. 21 I 8 A2A c� A5.( LU tkl N � � 5 O • 1 N 2' -II I/2" TYP. SLOPE 1 W2 1 © — ASA (V 17 ry � — 5 O SLOPE N w I.12 2' -II 1/2" 4'-2" 1, 8 W A iEVA m �F 3 a�� ilk NEW ROOF PLAN 118" = 1' -1711 Z-II 1/L P. N ri - \I r M S architects Keynotes I. EXISTING PLUMBING VENT PIPE. INSTALL NEW LEAD FLASHING TURNED DOWN INTO PIPE. VERIFY FLASHING 51ZE TO FIT EXISTING PIPE. 2. INSTALL NEN 2 x 10 CURB (q 1/2" HIGH) AT EXHAUST FAN HOOD LOCATION. SEE DETAIL L A3 REINSTALL GLEANED d REPAIRED EXHAUST FAN HOOD. 3. INSTALL NEW GOMP051TION SHINGLE ROOFING d UNDERLAYMENT5.\ 4. REINSTALL GLEANED CLAMPING RING OVER NEN ROOFING 4 REINSTALL GLEANED STRAINER. 5. I145TALL NEW SKYLIGHT ON EXISTING CURB. SEE DETAILS 1 8 q A3 .03 .03 b. INSTALL NEW HVAG UNITS ON FAGTORY CURB. SEE MECHANICAL DRANINGS S DETAIL 03 UNITS TO BE INSTALLED OVER NEW OPENING IN ROOF. INSTALL SUPPORT FRAMING AROUND NEN OPENING IN PLYWOOD AS REQUIRED. DO NOT GUT TRUSS TOP CHORD. OPENING IN ROOF FOR SUPPLY d RETURN AIR DUGT5 SHALL BE COORDINATED BETWEEN THE GENERAL CONTRACTOR AND MECHANICAL CONTRACTOR. 1. FILL OPENING LEFT IN ROOF BY REMOVAL OF EXISTING DUCT DROP S CURB. FILL OPENING IN ROOF WITH PLYWOOD SHEATHING MATCHING THICKNESS OF EXISTING SHEATHING. INSTALL SUPPORT FRAMING UNDER PLYWOOD PATCH AS REQUIRED. 8. INSTALL NEN BiTUMENOIY ROOFING W/ GAP SHEET. q. INSTALL NEW LEAD FLASHING AROUND OVERFLOW PIPE. TURN FLASHING DOWN INTO PIPE. VERIFY FLASHING SIZE TO FIT EXISTING PIPE. 10. REINSTALL EXISTING SKYLIGHT ON EXISTING GURB AFTER NEN ROOFING INSTALLATION. II. EXISTING ROOF MOUNTED EXHAUST FAN. INSTALL ROOFING UP EXISTING METAL GURB W/ COUNTER FLASHING INSTALLED AROUND EXHAUST FAN MOUNTING GAP. SEE DETAIL.,& A3 12. EXISTING FILLED d ABANDON SGUPPER OPENINGS. 13. NEW OVERFLOW 50UPPER5 THROUGH CURB. 5EE DETAIL O 14. INSTALL NEW MODIFIED BITUMENOUS ROOFING IN GUTTER. 15. NEW FLASHING GAP. I6. STANDING SEAMS IN FLASHING GAP TYP., 10' -0" O.G. MAX., SPACED EQUALLY. 11. RAI5E CURB b ". INSTALL MEN SKYLIGHT ON NEW RA15ED CURB. SEE DETAILS l 8 q A3 A3 .03 18. NEN CRICKET UNDER ROOFING CONSTRUCTED OF RIGID INSULATION TO DIRECT HATER TO DRAIN5. Iq. ROOF HATCH. 20. INSTALL ROOF TOP AIR CONDITIONING UNIT ON SLEEPERS. SEE MECHANICAL DRAWING5. ADDITIVE ALTERNATE BID No3 21. NEN ROOF MOUNTED EXHAUST FAN. ADDITIVE ALTERNATE BID No. 2 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA 98368 vs�' Fi� R. WILLIAM SLOANE STATE OF WASHINGTON Revision Number Closing Date Date Sheet Title May 2005 New Roof Plan Sheet No. X42.07 State Project No. 2004 -232G (1 -1 ) — F N N r; °o 0 3 v c 0 Y d c m d v U t �C LL O c 0 c N IV 0 v t rn M @N U Y C U U o+ N H CD O 'O V z N t N E O N 0 I I I to I I 1 I 4 103 6 0 16" O.G. GN 13 EAGH E I I 1 \ ENTRY HALL - 100 NEW 2x4 WOOD STUDS ® Ib" O.G. NU 5/8" GWB EACH SIDE HALL - 149 O 0 s 1 A'=ff& 2\ ENTRY HALL - 100 x4 WOOD STUDS ® Ib" O.G. OPEN OFFICE - 152 152 0 0 Keynotes O I. NEW 5/8" GWB PAINTED. 2. NEW DOOR d FRAME. SEE DOOR SCHEDULE ON A5.01 3. NEW WINDOW. SEE A5.01 FOR DIMENSIONS d DETAILS. 4. NEW 4" RUBBER BASE. 5. EXI5TING SIDING TO REMAIN. DO NOT PAINT. b. EXISTING WOOD TRIM TO REMAIN. DO NOT PAINT. 1. EXISTING WOOD GOLUMN. 8. NEW 4" WOOD TRIM, PAINTED. 9. LINE OF EXISTING GAB. FRAMED OPENING. INFILL OPENING. 10. EXISTING CMB. WALL 11. NEW 5/8" TI -11 PLYWOOD SIDING, PAINTED. VERTICAL GROOVES ® 8" O.G. SEE STRUCTURAL DRAWINGS FOR REGAARED It 61ON TIES d PLYWOOD NAIL SPACING. 12. NEW 51/2"± WOOD TRIM, PAINTED. 3 O \ 201 5\ CONFERENCE ROOM - 201 INTERIOR ELEVATIONS 114!'= 1 ' -0" ADDITIVE ALTERNATE NO.1 (NEW WINDOWS 8. SIDING) LU Z O W H Q CL O W CAI Q ROOM I+ � ©��O�Om00o00 ����mOmomOmomO� �����Omomomo�m . LI IN 101 W1 wim ���I�01omOmlOmO�m + � ���I�0o0o01000�I0 � � ®����OmOmOmO�m� ��E�Ii 0�0mOm01mllOmOmO�i �����mmOmO0I0mOm0�� ®� mmomomomomo �o��momomomomo ®o��mlomlomomolmol�� ����momomomo�m�. ® ®��0omO0oml0�0�1i ®m�l>01omOmlOmlOmO�+li �O��mo0o01o0om110 � ® ©�m010o0000100�1i ® ® ©�momomomomo • + ® ® ®�ImOmOmOm01m10 + ®o�>•mmomomomomo� ���b1.00o0omO0om0�i� ®o ©�momomomamo�r. � +' + ��00000o00�0E1�ii ®� ©�OOmOmOmOmO� �• ' ++ O�mo0o0o0000 ®� �O��0omo0o00�0 + � O��Q�00o00000000 � � ����000000000� 0�0�m0�0�0�00 ��m�molmomomomo ����momomomo�m � ��mlOmOmOmOmO O�O�mOmo0o00�0 � + � + ��mO0omO0om0 ����0om0000000 ©01��O�oI00I�0�Im •� ® + ® +• ��momomomo�m � + ®����00000000000 +� �0I�m01�O0om01�m � + ��1� ©)■000�0�0�0�0 ���I�mI0m0I001m0�m � +• • ++ ��momomomo�m �°��mmmmmo�om� • ►®���000�000�0 ®���OOmOmOm1>000 ����OOmOmo01>0m0�ill• ®�0m0omOmOmOm1>0 ®���00000000100�1i MIN �m101m010m1mm00 ���I�m100010om1o00 � ����0o0omo0o00 � ® + • ++ �i a;•mOOmOmOmOmm ®o��mlmmlmlmolmlvmo ®���m0101o0o0om0 I ���I�0o001>0o0om0�� ® OFFICE ��01o0omO0om0� STOR. ��mO0o0I0I0om0�i� + �I�00�OI�IOmo00�� + ���O1000o0o00�ii I �0���0�000�000� ����000om0�000 ®�m�mlolmomomomlo�i + ��momomomo�m�� � +• ��mommmomo�m •++ ��mOm00om0�� ► I �00�m0000000�0� +'' + ®�m01mOmOmoO® I ��01�m0I0om000I�0 � + ��� ©>■mmomomomomo , , ®��mmomomomomo ; ®�� ©�mmomomomomo + NORTH ELEVATION 3116" =1'-0" ROOM FINISH SCHEDULE LEGEND: ACT SUSPENDED ACOUSTICAL CEILING TILE CONIC CONCRETESLAB CPT CARPET GWB GYPSUM WALLBOARD P PAINT UB 4" RUBBER BASE SV SHEET VINYL SV(X) SHEET VINYL EXISTING TO REMAIN, EXISTING BASE TO REMAIN. ROOM FINISH SCHEDULES NOTES: 1. TWO DASHEDS (- -) INDICATES THAT EXISTING FINISH SURFACE, WALL OR CEILING IS TO REMAIN. S S architects+. 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7OD5 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA 98368 s2st Fi ERED ECT R R. WILLIAM SLOANE STATE OF WASHINGTON Revision Number Date Sheet Title Closing Date May 2005 Interior Finish Schedule and Elevations Sheet No State Project No. 2004 -232G (1 -1) . LI IN 101 W1 wim NORTH ELEVATION 3116" =1'-0" ROOM FINISH SCHEDULE LEGEND: ACT SUSPENDED ACOUSTICAL CEILING TILE CONIC CONCRETESLAB CPT CARPET GWB GYPSUM WALLBOARD P PAINT UB 4" RUBBER BASE SV SHEET VINYL SV(X) SHEET VINYL EXISTING TO REMAIN, EXISTING BASE TO REMAIN. ROOM FINISH SCHEDULES NOTES: 1. TWO DASHEDS (- -) INDICATES THAT EXISTING FINISH SURFACE, WALL OR CEILING IS TO REMAIN. S S architects+. 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7OD5 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA 98368 s2st Fi ERED ECT R R. WILLIAM SLOANE STATE OF WASHINGTON Revision Number Date Sheet Title Closing Date May 2005 Interior Finish Schedule and Elevations Sheet No State Project No. 2004 -232G (1 -1) NEW ALUMINUM WINDOW CAULK NEN PREFIN15HEP METAL FLASHING NEW 4" WOOD TRIM, PAINTED NEN PREFIN15HED METAL FLASHING EXI5TIN6 501% EXISTING SHEATHING SILL DETAIL 3" = 1' -0'r EXI5TI% 51DIN6 EXI5TIN& SHEATHING MEN PREFIN15HED METAL FLASHING NEW 51/20± WOOD TRIM, PAINTED. ALI6N WITH AND MATCH HEIGHT OF EXISTING TRIM °R 11415HED METAL FLA5HING 4EN ALUMINUM WINDOW FRAME' I" IN5UL. 6LA% NOTE: NRAP NINPON FRAME5 W1TH FORTIFIBER NINDON FLASHING b° MIN. 7 WINDOW H 3 =1 0 NEN METAL NEW 51b" G.W.B. NEW DOUBLE 2xb NEN METAL CASING BEAD CAULK (TYPICAL) IN INSUL. GLF NEN ALUMINUM WIND FRA DWOOD SILL W/ 4" WOOD TRIM EDGE 010 DOUBLE 2 X b 51LL PLATE GNB, PATCH I REPAIR A5 REQUIRED FOR )ON IN5ULATION. FIN15H TO MATCH EXISTING TING INSULATION TING 5TUD5 EXI5TING INSULATION EXISTING STUDS NEW WOOD HEADER 518" CYO, PATCH 4 REPt WINDOW INSULATION. FIN METAL CORNER BEAD F METAL GA51NG BEAD CAULK (TYPICAL) D DETAIL WOOD MULLION, MATGH EX15TING PROFILE 4 FIN15H WOOD 5TOP 1/4 TEMPERED G IN6 MULLION _@ G 3" = 1' -0" 1!2" It DOOR, 5EE DOOR 5GHEDULE WOOD STOP I/ "TEMPERED LAZING 1/2" JAMB @ MULLION -3 3" = 1' -0„ 1/2"-\ 3/4' 5/8" GNP, PATCH 4 REPAIR AS REQUIRED FOR WINDOW IN5ULATION. FI1415H TO MATCH EXI5TING ® m u� v EXISTING 5TUD5 EXI5TING INSULATION EXI5TIN6 5HEATHING WOOD 5TOP WOOD CASING. MATCH EXISTING PROFILE 4 FIN15H TING 51DIN& WOOD FILLER 4" TRIM, PAINTED .V 1 L: NRAP WINDON FRAMES WITH FORTIRBER NINDON FLASHING b° MIN. WINDOW JAMB DETAIL 6 3" = 1' -0" (HEAD & SILL SIM.) EX15TINO NINDON FRAME METAL "MULLION MATE" ADJUSTABLE PARTITION GLO5URE 518" GNI3 —� 2x4 N400D 5TU05 ® Ib" D.G. 5OUND 13ATT IN50LATION 5 /b° GY6 5 WALL DETAIL @ MULLION 5J 3 -1 0 WOOD GA51%. MATCH EXISTING PROFILE 4 FIN15H 5/8" 6WB SOUND BATT IN5ULATION 2 x 4 WOOD 5TUD5, PROVIDE DOOR HEADER AT HEAD CONDITION 5/8" GWB SHIM 2 JAMB DETAIL HEAD &SILL SIM 3 -1 -0 v 5 /b" GNB SOUND BATT INSULATION JLtf 3/4° 2 x 4 WOOD 5TUO5, PROVIDE DOOR HEADER AT HEAD CONDITION 5/8" GNB HOOD GA51%. MATCH EXISTING PROFILE 4 FIN15H 5HIM DOOR, 5EE DOOR 5GHEDULE JAMB DETAIL (HEAD SIM. 3" = 1 ' -0" MS S architects& DOOR AND FRAME SCHEDULE DOOR FRAME Glazing FIRE RATING Hardware Group NOTES Opening No. Qty. MAT'L. Type SIZE Depth MAT'L. Type DETAIL Width Height Depth Head JAMB SILL 103 1 WD A 3 -0 7 -0 1 3/4" 4 3 4 WD BB 1 &2 A5.01 S{M. 1 &2 A5.01 -- 1 4 TEMP. -- -- -- 149 1 WD A 3 -0 7' -0 1 3/4" 4 3 4 WD BB 1&2/A5.01 SIM. 1&2/A5.01 -- 1/4 TEMP. -- -- -- 151 1 WD A 3 -0 7 -0 1 3 4 4 3/4" WD BB 1&2/A5.01 SIM, 1 &2 A5.01 -- 1/4" TEMP. -- -- -- 152 1 WD A 3 -0 7' -0" 1 3 4 4 3 4 WD BB 1&2 -- 200 1 WD A 3 -0 7' -0 1 3 4 4 3 4 WD AA 1 -- 201 1 WD A 3 -0 7 -0 1 3/4* 4 3 4 WD M 1/A5.01 SIM. 1 A5.01 -- 1 4 TEMP. -- -- -- 209A 1 WD A 3 -0' 7' -0 1 3 4° 4 3 4° WD AA 11A5.01 SIM. 1 A5.01 -- 141: TEMP. -- -- -- 2096 1 WD A 3 -4 7 -0" 1 3 e 4 3 4" WD AN 1 A5.01 SIM. 1 A5.01 -- 1/4 TEMP. -- -- -- 224 1 WD B 3 -0 7 -0 1 3 4 4 3 4 WD AA 1 A5.01 SIM. 1 A5.01 -- -- -- -- -- 227 1 WD A S -D" 7' -0" 1 3 4 4 344 WD BB 1&2/A5.01 SIM. 1 &2 A5.01 -- 1 4 TEMP. -- -- -- 229 1 WD A 3 -0 7 -0 1 3 4 4 3 4 WD AA 1 A5.01 SIM. 1 A5.01 -- 1 4 TEMP. -- -- -- 311 1 WD B 3 -0 7' -0 1 3 4 4 3 4 WD AA 1 A5.01 SIM. 1 A5.01 - - -- r•r F-1-972 ..r - DOOR FRAME TYPES 3/9'= 1' -0" — � ADDITIVE ALTERNATE No.1 I 12 '7 A5.01 ASAI N b I I AS.oI I I I I I FLOOR LINE 1 -- - - - --- -- -- I I A ALUMINUM HORIZONTAL 5LIDER 1 DOUBLE GLAZED WINDOW TYPES 3/8" = 1' -0" 10" HOOD PANEL FLOOR LINE >D GLAZING i ASOLID CORE MOOD DOOR p WOOD DOOR N/ I/4" TEMP. GLA55 D DOOR TYPES 3/9'= 1' -0" FLODRLINE---- ---- - - -- -- ------- -- --�— r •. r - 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA 98368 s261 REGISTER A0.1 TE �1 h �/ R. WILLIAM SLOANE STATE OF WASHINGTON Revision Number Date I Sheet Title Closing Date May 2005 Door & Window Schedule and Details Sheet No A5.01 State Project No. 2004 -232G (1 -1) F.V. N IV BEND PREFINISHED 24 GA. G.I. FLASHING GAP 1'41 STANDING SEAMS AT 10' -0" O.G. MAX. SPACED EQUALLY 55 FASTENER W/ NEOPRENE WASHER. m SPACE FASTENERS a On O.G. MAX. 4 MAX. 4" FROM ENDS LPREFIN15HEP 24 GA. G.I. COUNTER HEM FLASHING NEW MODIFIED BITUMEN H/ GAP SHEET ROOFING EXTENDS UP PARAPET WALL 37UiiI.f2��: r L'W� % INSTALL ICE 4 WATER UNDERLAYMENT OVER GLEANED ROOF SHEATHING. UNDERLAYMENT TD EXTEND UP 4 OVER PARAPET HALL 4 EXTEND OUT TO COVER THE FIRST 4' -0" OF ROOF SHEATHING AT EDGE OF ROOF EXISTING HOOD HALL FRAMING. FIELD VERIFY EXACT CONDITIONS NEW RIGID INSULATION GANT 4 CRICKET. GANT SHOWN DASHED BEYOND EXIST'& DECK SLOPES DN. EXISTI / / & PM. SHEA�iING A IGE 4 HATER UNDERL/ HYMEN' EXISTING R -30 FIBERGLASS INSULATION CONTINUOUS 24 GA. G.I. CLEAT EXISTING WOOD SIDING EXISTING PLYWOOD SHEATHING CAREFULLY REINSTALL EXISTING WOOD SIDING AFTER INSTALLATION OF UNDERLAYMENT5 4 FLASHING. INSTALLATION TO BE WATER TIGHT. MODIFY WOOD SIDING AS REQUIRED FOR NEW CONDITION. 5" PREFIN15HEP 24 GA. G.I. COUNTER FLASHING. 5' NEW SHINGLE ROOFING HE — INSTALL A LAYER OF ICE 4 WATER SHIELD UNDERLAYMENT OVER PRIMARY ROOFING. 5ANDHIGH PRIMARY ROOFING BETWEEN 11415 LAYER OF ICE 4 HATER UNDERLAYMENT AND THE BASE LAYER OF ICE 4 HATER UNDERLAYMENT b" / EXISTING PWD SHEATHING INSTALL A BASE LAYER OF ICE 4 HATER SHIELD UNDERLAYMENT OVER PM. 5HEATHING PRIMARY ROOFING UNDERLAYMENTS (NOT IGE 4 HATER UNDERLAYMENT5) EXISTING HOOD ROOF FRAMING. FIELD VERIFY EXACT GONDITION5. FIELD VERIFY SLOPE (9)3 NEW ROOFING DETAIL -1 0 — _.— .— _ °_ ° --1 REMOVE EXISTING METAL I r FLASHING GAP I I U UI EXISTING WOOD HALL FRAMING. FILED VERIFY EXACT CONDITIONS REMOVE EXISTING BITUMINOUS 4 GAP SHEET VA— ROOFING T14AT EXTENDS UP PARAPET HALL t t EXISTING PAD. 5HEAT14INCY AFTER ROOFING REMOVED THOROUGHLY GLEAN EXISTING PHD. TO REMOVE RESIDUE AND DEBRIS PRIOR TO NEW ROOFING INSTALLATION REMOVE EXISTING CANT REMOVE EXISTING BITUMINOUS 4 GAP SHEET ' NOTE: ROOFING FROM ROOF NOTIFY ARGHITEGT IF EXISTING SHEATHING /% CONDITIONS UNGOVERED VARY SIGNIFICANTLY FROM DETAIL 5HONN ABOVE. b" 12" EXISTING WOOD 51DING CAREFULLY REMOVE LONER HOOD SIDING MEMBERS A5 REQUIRED FOR INSTALLATION OF NEN FLASHING . SAVE WOOD SIDING FOR REUSE REMOVE EXISTING FLASHING REMOVE EXISTING SHINGLE ROOFING 4 UNDERLAYMENT5 AFTER ROOFING REMOVED GH THOROU Y LEAN EXISTING PWD TO REMOVE RESIDUE AND DEBRIS PRIOR TO NEW ROOFING INSTALLATION EXISTING HOOD ROOF FRAMING. FIELD VERIFY EXAGT GONDITION5. FIELD VERIFY SLOPE ROOFING DEMOLITION DETAIL O 3" = 1' -91 NEW MODIFIED BITUMEN W/ GAP SHEET ROOFING EXISTING PLYWOOD SHEATHING EXISTING WOOD ROOF FRAMING. FIELD VERIFY EXACT FRAMING CONDITIONS NEW R 7 3" = 1' -01 FING DETAIL NEW RIGID INSULATION GANT SHAPED TO FIT CHANGING STEP DIMENSION BETWEEN ROOF SLOPE DIRECTIONS STEP BETWEEN ROOF SLOPE DIRECTIONS. VARIES, FIELD VERIFY EXISTING PLYWOOD SHEATHING REMOVE BITUMINOUS UNDERLAYMENTS 4 GAP SHEET ROOFING, SHOWN DASHED EXISTING PLYWOOD SHEATHING EXISTING WOOD CURB AT EDGE OF ROOF. FIELD VERIFY EXACT GON5TRUGTI0N. REMOVE EXISTING DRIP FLASHING EXISTING WOOD TRIM TO REMAIN EXISTING WOOD SIDING REMOVE EXISTING CANT STEP BETWEEN ROOF SLOPE DIREGTION5. VARIES, FIELD VERIFY EXISTING PLYWOOD SHEATHING — 701 - - - - -- EXISTING HOOD ROOF FRAMING. FIELD VERIFY yn`� EXACT FRAMING GONDITIONS NOTE: NOTIFY ARGHITEGT IF EXISTING GONDITION5 UNCOVERED VARY 516NIFIGANTLY FROM DETAIL SHOWN ABOVE. n ROOFING DEMOLITION DETAIL FREFIN15HED 24 GA. G.I. FLASHING GAP ON NEW RAISED CURB. INSTALL W STANDING SEAMS ® 10' -0" MAX. SPACED EQUALLY EXTEND IGE 4 WATER UNDERLAYMENT OVER EDGE 4 DONM FACE OF GURB TOP (2) - 2x (FIELD VERIFY) WOOD CURB HEIGHT EXTENSION PIEGE5 TO SPAN OVER OPENING IN GURB AT OVERFLON 5GUPPER PREFIN15HED 24 GA. G.I. OVERFLON 5GUPPER LINER. TOP, BOTTOM 4 SIDES OF SCUPPER. ROOFING TO EXTEND INTO SCUPPER OPENING EXISTING HOOD GURB. REMOVE PORTION OF EXISTING GURB AT 5GUPPER OPENING AS REQUIRED FOR POSITIONING OF SCUPPER 3' =1' -0" 5 NEW SCUPPER DETAIL 3 -1 0 FPEFIN15HEP 24 GA. G.I. FLASHING GAP ON NEN RA15ED CURB. INSTALL N/ STANDING SEAMS ® 10' -0" MAX. SPACED EQUALLY EXTEND IGE 4 HATER UNDERLAYMENT OVER EDGE 4 DOWN FACE OF GURB (3) 2x (FIELD VERIFY) WOOD GURB HEIGHT EXTENSION PIEGE5, CONTINUOUS CONTINUOUS 24 GA. G.I. CLEAT EXISTING HOOD TRIM EXISTING ROOF HOOD TRU55 FRAMING. FIELD VERIFY EXACT GONDITION5 EXISTING HALL FRAMING 4 BLOGKING BETWEEN TRUSSES. FIELD VERIFY EXAGT FRAMING CONDITIONS. EXISTING FIBERGLASS INSULATION 3EYOND TO DIRECT HATER INS. SEE ROOF PLAN FOR 4 LOCATION NOTE: 4 5EE DETAIL 0 F01 ADDIT'L NOTES 4 DIMS. 3116" 0 X 2" 55 FASTENER W NEOPRENE WASHER AT 18" O.G. INSTALL IN SLOTTED HOLE IN FLASHING TO ALLON FOR MOVEMENT NEW RIGID INSULATION GANT 4 CRICKET. CANT 5HONN DASHED BEYOND NEW MODIFIED BITUMEN W GAP SHEET ROOFING. SEE ROOF PLAN FOR CRICKET 51ZE 4 LOCATION INSTALL NEN IGE 4 HATER UNDERLAYMENT OVER EXISTING GLEANED ROOF SHEATHING 4 CRICKET. UNDERLAYMENT TO EXTEND UP AND OVER GURB 4 EXTEND OUT TO COVER THE FIRST 4' -0" OF ROOF 5HEATHIN67 AT EDGE OF ROOF NEW ROOFING DETAIL 3" =1 1-0 EXISTING PLYWOOD ROOF SHEATHING EXISTING R -30 FIBERGLASS INSULATION EXISTING ROOF WOOD TRU65 FRAMING. FIELD VERIFY EXACT FRAMING CONDITIONS. EXISTING HALL FRAMING 4 BLOGKING BETWEEN TRUSSES. FIELD VERIFY EXACT FRAMING GONDITION5. EXISTING FIBERGLASS INSULATION NT. IUMINOU5 4 GAP SHEET SHED) M architects AFTER ROOFING REMOVED, THOROUGHLY GLEAN EXISTING PHD TO REMOVE L005E ROOFING RESIDUE AND DEBRIS PRIOR TO NEN ROOFING INSTALLATION EXISTING R -30 FIBER61-A55 INSULATION. 3 ROOFING DEMOLITION DETAIL 3 -1 -0 N EXISTING HOOD ROOF FRAMING NOTE: NOTIFY ARCHITECT IF EXISTING CONDITIONS UNCOVERED VARY 516NIFIGANTLY FROM DETAIL 5HOHN ABOVE. EXISTING GONG. HALL GONT. SEALANT 4 BACKING N PREFIN15HED 24 GA. G.I. FLASHING ° RECEIVER 1'Q/ 55 FASTENERS W/ NEOPRENE WA5HFR5 ® MAX. IS" O.G. N m 55 FASTENERS W NEOPRENE HASHER MAX. 18" O.G. ° a PREFINISHED 24 GA. G.I. COUNTER I F.V. FLASHING q" HEM f NEW RIGID INSULATION GANT NEW MviFIED BilUmEN N/ GAP SHEET ROOFING n EXISTING GLEANED PAD. ROOF SHEATHING ° EXISTING R -30 FIBERGLA55 INSULATION z NEW ROOFING DETAIL _ 3 -1 0 ROOFIN 1 3" =1I-0" AFTER ROOFING REMOVED, THOROUGHLY GLEAN EXISTING PHD. TO REMOVE L005E ROOFING RE5IDUE AND DEBRIS PRIOR TO NEN ROOFING INSTALLATION. EXISTING R -30 FIBERGLASS INSULATION / \ NOTE: NOTIFY ARCHITECT IF EXISTING CONDITIONS UNCOVERED VARY SIGNIFICANTLY FROM DETAIL 5HONN ABOVE. DEMOLITION DETAIL .LD05 - 3 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.E 774 Fax 360.352.7005 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA 98368 s2s1 REGISTERED AR ECT �. ���1 late. R. WILLIAM SLOANE STA(�TE)�OFIWASHINGTON l YI i�`� 6. l��v�� Revision Number Date Sheet Title Details Sheet No. State Project No. 2004 -232G (1 -1) Closing Date May 2005 EXISTING CONCRETE HALL REMOVE EXI5TIN5 SEALANT. REMOVE SEALANT RESIDUE FROM WALL. p REMOVE EXISTING COUNTER _ FLASHING 4 FASTENERS. ° l Al REMOVE EXISTING BITUMINOUS 4 Nee/ GAP SHEET ROOFING. o `:O REMOVE EXISTING CANT ROOFIN 1 3" =1I-0" AFTER ROOFING REMOVED, THOROUGHLY GLEAN EXISTING PHD. TO REMOVE L005E ROOFING RE5IDUE AND DEBRIS PRIOR TO NEN ROOFING INSTALLATION. EXISTING R -30 FIBERGLASS INSULATION / \ NOTE: NOTIFY ARCHITECT IF EXISTING CONDITIONS UNCOVERED VARY SIGNIFICANTLY FROM DETAIL 5HONN ABOVE. DEMOLITION DETAIL .LD05 - 3 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.E 774 Fax 360.352.7005 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA 98368 s2s1 REGISTERED AR ECT �. ���1 late. R. WILLIAM SLOANE STA(�TE)�OFIWASHINGTON l YI i�`� 6. l��v�� Revision Number Date Sheet Title Details Sheet No. State Project No. 2004 -232G (1 -1) Closing Date May 2005 " IN5ULATED GLASS NEW ALUMINUM 5KYLI6HT FRAME W/ 'L' ANGLE REGEIVER TRAGK PREFIN15HED METAL FLASHING BY SKYLIGHT MANUFAGTURE PREFIN15HED METAL GOUNTER FLASHING AT SKYLIGHT PERIMETER SET FLASHING IN FULL BED OF MASTIC, INSTALL NEN RIGID INSULATION GRIGKET AROUND BASE OF CURB NEW MODIFIED BITUMEN W/ GAP SHAT ROOFING 4" VERIFY LW ARCH. EXISTING FRAMING AROUND OPENING, FIELD VERIFY EXAGT CONDITION NEW 2X RIPPED TREATED WOOD CURB ® JAMB. HEIGHT VARIES NEW PREFIN15HW 112" x (VARIES) M.D.O. TRIM BOARD EXISTING WOOD GURB EX15TING G.W.B. WALL ® SKYLIGHT NEW SKYLIGHT MOUNTING 9 CURB DETAIL JAMB X. =1 0 SKYLIGHT SLOPE: 12 1" INSULATED GLASS NEW ALUMINUM SKYLIGHT FRAME W/ 'L' ANGLE REGEIVER TRACK PREFIN15HED METAL FLASHING BY SKYLIGHT MANUFACTURE PROVIDE GONTINUOU5 1/8" x 1/2' NEOPRENE GASKET 6 SILICONE SEAL ® CLASS PREFIN15HEP METAL COUNTER FLA5HIN6 AT SKYLIGHT PERIMETER SET FLASHING NEW PREFIN15HED 1/2" x 2' IN FULL BED OF MASTIG MD.O. TRIM BOARD INSTALL NEW RIGID INSULATION GRIGKET EXISTING NOOD GURB I AROUND BASE OF GUR13 EXISTING G.N.B. WALL 5KYLIGHT _ MODIFIED BITUMEN W/ GAP SHEET d ROOFING W/ ARGH. EXISTING FRAMING AROUND OPENING, FIELD VERIFY EXAGT CONDITION NEW SKYLIGHT MOUNTING CURB DETAIL @ SILL 3" = 1' -0" NEW ALUMINUM SKYLIGHT FRAME W/ 'L' ANGLE iREGEIVER TRAGK PREFIN15HED METAL FLASHING BY SKYLIGHT MANUFAGTURER PREFIN15HED METAL GOU14TER FLASHING AT SKYLIGHT PERIMETER, SET FLASHING IN RILL BED OF MASTIG INSTALL NEW RIGID INSULATION GRIGKET AROUND BASE OF GURB NEW MODIFIED BITUMEN PY GAP SHEET ROOFING SKYLIGHT SLOPE: 12 I" INSULATED GLASS d NEN 2 x 4 TREATED WOOD GURB ® HEAD EXISTING WOOD CURB EXISTING G.N.B. WALL ® 5KYLIG14T EXISTING FRAMING AROUND OPENING, FIELD VERIFY EXACT GONDITION NEW SKYLIGHT MOUNTING n CURB DETAIL @ HEAD 3" = 1' -0" HOLD DOWN SEE MEGW DETAIL I DMZWJ INSTAL IN5UL EXISTING PM i �I EX15TINO ROOF MOUNTED EXHAUST FAN NEN 55 FASTENERS TO i2EPLAGE EXISTING FASTENERS. INSTALL W/ NEW NEOPRENE WASHERS. 2 FASTENERS EAGH SIDE OF GOVER, TOTAL 8 EAGH HOOD -- PREFIN15HED 24 GA. G.I. FLASHING SKIRT. - POP RIVET TO EXHAUST FAN HOOD MOUNTING FLANGE. 2 RIVETS EAGH SIDE. - TOTAL 8 RIVETS EAGH HOOD m KEN MODIFIED BITUMEN / GAP SHEET ROOFING NEN RIGID INSULATION GANT _ EXISTING PLYWOOD ROOF SHEATHING -� < N/ ARGH. EXISTING EXHAUST FAN HOOD. GLEANED, REPAIRED d REINSTALLED. FILL EXISTING HOLES IN TOP EDGE OF MOUNTING FLANGE USE BY PREVIOUS FASTENERS. WELD CLOSED OR SEAL W FIBERGLASS EXISTING EXHAUST FAN HOOD MOUNTING FLANGE MOUNT EXHAUST FAN HOOD FLANGE TO MEN GURB W/ 55 FASTENER 4 NEOPRENE WASHER. 2 FASTENERS EAGH SIDE OF GOVER, TOTAL 8 EAGH HOOD PREFINIH5ED 24 GA. G.I. FLASHING SKIRT. POP RIVET TO EXHAUST FAN HOOD MOUNTING FLANGE. 2 RIVETS EACH SIDE. TOTAL 8 RIVETS EACH HOOD NEN MODIFIED BITUMEN ROOFING EXISTING PLYWOOD ROOF 514EATHING I/L —II EXHAUST FAN MOUNTING CURB DETAIL �J 3" =I 1-91 INSTALL A 9" STRIP OF IGE d KATER SHIELD OVER FLASHING, LAPPING OVER BASE LAYER OF IGE 4 WATER SHIELD PLAGEO OVER PLYWOOD SHEATHING NEN SHINGLE ROOFING OVER PRIMARY 5HEATHING EXISTING PM. ROOF SHEATHING INSTALL IGE 8 HATER SHIELD OVER PND SHEATHING, LINING GUTTER AND EXTENDING UP AND OVER CURB AT EDGE OF RODF EXISTING METAL GURB. 12 VERIFY HEIGHT F.V. F.V. F.V. F.V. F.V. F.V. EXISTING ROOF FRAMING. FIELD VERIFY EXAGT INSTALL WOOD BLOGKING GONDITION5 BETWEEN STRUCTURAL FRAMING IF MISSING AROUND OPENING EXHAUST FAN MOUNTING C_ URB DETAIL •� 3" = 1' -0" EXISTING SKYLIGHTS REINSTALLED PREFINI5HEO 24 GA. G.I. GOUNTER FLASHING AT SKYLIGHT PERIMETER. SET FLASHING IN FULL BED OF MA5TIG ON EX15TING GURB. VERIFY SHAPE INSTALL NEN RIGID INSULATION GRIGKET AROUND BASE OF GURB NEW MODIFIED BITUMEN W/ GAP i SHEET ROOFING u NU ARGH. EX15TING FRAMING AROUND OPENING. FIELD VERIFY EXAGT CONDITION SET SKYLIGHT MOUNTING FRAME IN FULL BED OF MASTIG. FASTEN TO GURB AS PREVIOUSLY FASTENED. EXISTING WOOD GURB EXISTING 518" GNB WALL 5URFAGE IN SKYLIGHT EXISTING SKYLIGHT 4 MOUNTING CURB DETAIL 311 -1 -0 NEW ROOFING DETAIL REMOVE EXISTING 5HIN6LE ROOFING d UNDERLAYMENT EXISTING PM. ROOF 5HFATHING L EXISTING ROOF FRAMING. FIELD VERIFY EXAGT CONDITIONS NOTE: NOTIFY ARGHITEGT IF EXI5TIN6, GONDITION5 UNGOVERED VARY 516NIFICA14TLY FROM DETAIL SHOWN ABOVE. 2 X 10 WOOD GURB AROUND OPENING IN ROOF. SIZE OUTSIDE DIMENSIONS OF CURB 50 HOOD FLANGE FITS PROPERLY OVER CURB, ROOFING d FLASHING SKIRT RIGID INSULATION GANT INSTALL WOOD BLOGKING BETWEEN STRUGTURAL FRAMING IF MISSING AROUND OPENING PREFIN15HED 24 O.A. G.I. FLASHING 2" NEW MODIFIED BITUMEN ROOFING LINES GUTTER GONT. 24 GA. G.I. GLEAT PREFIN15HED 24 GA. G.I. FLASHING GAP N/ STANDING SEAMS @ 10' -0' MAX., F.V. SPACED EQUALLY 2„ �3 /- 24 GA. G.I. GLEAT EXISTING WOOD SIDING EXISTING WORD FRAMING AT BUILT -IN GUTTER EX15TING PWD, 5HEATHIN6 EXISTING BUILT -IN GUTTER -- REMOVE EXISTING FLASHING REMOVE EXISTING BUILT -UP �j ROOFING GUTTER LINER / REMOVE EXISTING FLASHING GAP AT GUTTER EDGE it111 IIII� I EXISTING WORD SIDING U EXISTING WOOD FRAMING AT BUILT -IN GUTTER EXISTING PWD. SHEATHING EXISTING BUILT -IN GUTTER ROOFING DEMOLITION DETAIL 3" = 1' -0" M S S architects 9 -005--' � 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA 98368 s261 REGISTERED A ITECT owe R. WILLIAM SLOANE STATE OF WASHINGTON Revision Number Closing Date Date May 2005 Sheet Title Details Sheet No. A5903 State Project No. 2004 -232G (l -1) CONTRACTOR MUST READ TYPICAL SHEAR WALL NOTES Use 5/8" dia. by 10" Anchor Bolts (AB's) with single 2x plates and 5/8" dia. by 12" AB's with 3x plates spaced as shown on the drawings. AB's shall have 7" of embedment into footing, shall be centered in the stud wall, and shall project through the bottom plate of the wall. Use Galvanized l2late washers sufficient to resist corrosion from contact with treated wood, at each bolt, they shall be a minimum of 2 inches by 2 inches by 3/16 inch thick. At contractor's option, use 2X plates and provide anchor bolt spacing half of that shown on the drawings in lieu of 3X plates if total shear is less than 600plf. See shearwall schedule. All wall sheathing shall be 1/2" CDX plywood, 5/8" T1 -11 siding, or 7/16" OSB with exterior exposure glue and span rated "SR 24/0" or better unless noted otherwise -in the shearwall schedule. All free sheathing edges shall be blocked with 2x4 or 2x6 flat blocking except where noted on the drawings or below. All nails shall be 8d or 10d common (8d common nails must be 0.131 inch diameter, Senco KC27 Nails are equivalent. If 10d common nails are called for the diameter must be 0.148 inches, Senco MD23 Nails are equivalent). All nails into treated wood shall be Izalvanized and approved to resist corrosion due to contact with wood treatment. Nail size and spacing at all sheathing edges shall be as required below or as in the drawings. Nail spacings shall be 12" o.c. for all field nailing except as noted. Hold downs are Simpson "Strong Tie" and shall be installed per the manufacture's recommendation. Equivalent holdowns by United Steel Products Company "Kant -Sag" that have ICBO approval can be substituted in place of Simpson holdowns. All double and triple studs shall glued and nailed together with 10d's at 3" o.c. for each layer. All 4x studs are to be #2 DF and all 6x studs are to be #1 DF when used for holdowns and shearwalls. ALL WALL FRAMING LUMBER SHALL BE HEM -FIR #2 OR BETTER. ALL ROOF FRAMING LUMBER SHALL BE HEM -FIR 42 OR BETTER. SHEAR WALL SCHEDULE 7 sheathing nailed with 8d's at 6" on center all edges. PLF = 223 5(q, 6b HOLDOWN SCHEDULE i HTT16 attaches to concrete foundation with a 5/8" dia. bolt with 15" minimum embedment into concrete. HTT16 attaches to double studs or 4x or 6x stud with (18) 16d common nails in wall above. ROOF DIAPHRAGM NAILING: Use' /:" plywood or 7/16" OSB nailed with 8d's at 6" o.c. at edges and 12" o.c. in the field, unless noted otherwise. FLOOR DIAPHRAGM NAILING: Use 3/4" T &G glued and nailed with 10d's at 6" o.c. at edges and 10" O.C. in the field, unless noted otherwise. Notes: 1) Use 5/8" diameter anchor bolts at 48" O.C. unless noted otherwise on plan. (2) minimum per wall. 2) See Floor Plan for holdown locations. CONTRACTOR MUST READ TYPICAL SHEAR WALL NOTES REMOVE EXISTING WOOD BLOCKING ADD SIMPSON OHT W/ (6) A -307 GALV. THROUGHT BOLTS Use 5/8" dia. by 10" Anchor Bolts (AB's) with single 2x plates and 6/8" dia. by 12" AB's with 3x plates spaced as shown on the drawings. AB's shall have 7" of embedment into footing, shall be centered in the stud wall, and shall project through the bottom plate of the wall. Use Galvanized plate washers sufficient to resist corrosion from contact with treated wood, at each ` ashers, hangers, nails, bolt, they shall be a minimum of 2 inches by 2 inches by 3/16 inch thick. At contractor's option, use 2X plates and provide 'holdowns, and all other anchor bolt spacing half of that shown on the drawings in lieu of 3X plates if total shear is less than 600plf. See shearwall pertinent hardware and fasteners in contact with schedule. pressure treated wood All wall sheathing shall be 6/8" TI -11 siding, with exterior exposure glue and span rated "SR 24/0" or better unless noted shall be hot dipped otherwise in the shearwall schedule. All free sheathing edges shall be blocked with 2x4 or 2x6 flat blocking except where galvanized. EXISTING POST noted on the drawings or below. All nails shall be 8d or 10d common (8d common nails must be 0.131 inch diameter, Senco KC27 Nails are equivalent. If 10d EXISTING BOLT common nails are called for the diameter must be 0.148 inches, Senco MD23 Nails are equivalent). All nails into treated wood A SEEHNOTE shall be galvanized and approved to resist corrosion due to contact with wood treatment. Nail size and spacing at all sheathing edges shall be as required below or as in the drawings. Nail spacings shall be 12" o.c, for all field nailing except CONCRETE as noted. POST PEDESTAL Hold downs are Simpson "Strong Tie" and shall be installed per the manufacture's recommendation. Equivalent holdowns SLAB by United Steel Products Company "Kant -Sag" that have ICBO approval can be substituted in place of Simpson holdowns. All double and triple studs shall glued and nailed together with 10d's at 3" o.c. for each layer. All 4x studs are to be #2 DF and all 6x studs are to be #1 DF when used for holdowns and shearwalls. ALL WALL FRAMING LUMBER SHALL BE HEM -FIR #2 OR BETTER. ALL ROOF FRAMING LUMBER SHALL BE HEM -FIR #2 OR BETTER. SHEAR WALL SCHEDULE sheathing nailed with 8d's at 6" on center all edges. PLF = 223 STRUCTURAL NOTES General Notes: These structural notes supplement the drawings. Any discrepancy found among the drawings, these notes, and the site conditions shall be reported to the Engineer, who shall correct such discrepancy in writing. Any work done by the Contractor after discovery of such discrepancy shall be done at the Contractor's risk. The Contractor shall verify and coordinate the dimensions among all drawings prior to proceeding with any work or fabrication. The Contractor shall coordinate between the architectural drawings and the structural drawings. The architectural dimensions are taken to be correct when in conflict with the structural drawings. The Contractor is responsible for all bracing and shoring during construction. All construction shall conform to the applicable portions of the latest edition of the International Building Code except where noted. Design Criteria: 1. Live Load 2. Dead Load 3. 4. 5. 6. Carlvenfry: 1. 2. Cl Partition Wind Earthquake Soil = 25 PSF (Snow) 20 PSF (Comp Roof) 150 PCF (Concrete) 10 PSF 2003 IBC Exposure B @ 85 mph = 2003 IBC: SS = 1.24, S1 = 0.44 1500 PSF, Assumed bearing capacity 2X structural framing shall be #2 Douglas Fir. 4X structural members shall be #2 Douglas Fir. 6X members shall be #1 Douglas Fir. 4. 2X joists shall be kiln dried and stored in a dry area prior to installation. 5. Glue laminated beams shall be 24F -V8 for cantilevered or continuous beams and 24F -V4 for simple spans. (Fb = 2,400 PSI) (Fv = 190 PSI) (E = 1,800,000 PSI) (Fc-L = 650 PSI) 6. Continuous and cantilevered glue laminated beams shall not be cambered. All other glue laminated beams shall be cambered for L /480. See the framing plans for any exceptions. 7. Truss manufacturers are responsible for all bracing of the trusses, including end wall bracing and all other bracing between the building and the trusses, unless specifically shown otherwise on the drawings. 8. Roof sheathing: Use %2" plywood span rated 24/0 or better, nailed with 8d's at 6 "o.c. at edges and 12 "o.c. in the field, Unless Noted Otherwise. 9. Minimum nailing - Per IBC table 2304.9.1 - Fastening Schedule. Hardware: All connection hardware shall be Simpson "Strong Tie ". Connection hardware exposed to the weather or soil shall be treated as in steel above. CAUTION: CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS. SIMPSON L550 CLIP EA. POST BACK SIDE NOTE: REMOVE EXISTING BOLTS THAT HAVE RUSTED. INSPECT POST FOR WATER DAMAGE OR ROT. TREAT WITH END CUT SOLUTION AND SEALER. REPLACE MISSING OR DETERIORATED BOLTS WITH HOT -DIP GALVANIZED BOLTS OF THE SAME SIZE. IF POST IS ROTTEN, REMOVE AND REPLACE POST. POST RETROFIT FRAMING DETAILS 3X'= V -0" c 4 a C C Et 3 C c z EXISTING SILL PLAT W/ AB' EXISTING CONCRETE STEMWALL & FOOTINGS SHEARWALL HOLDOWN PLACEMENT 3/4" = 1' -0" TUD AS REQ'D FOR TOWN (ADD 2x STUD IF BOLT ,S NEED TO BE COUNTERSUNK) SIMPSON HOLDOWN SEE PLANS EXISTING PLATE ROTO HAMMER AND INSTALL HOLDOWN BOLT AS REQ'D WITH EPDXY. SEE SHEARWALL NOTES. SIMPSON A -21 CLIPS AS SHOWN HVAC CURB PER MECHANICAL MANUFACTURER PT 4x6 (FLAT) BENEATH MECHANICAL CURB. LAY ACROSS (3) BAYS AS SHOWN. FOR PARALLEL TO TRUSSES, LAY ON TOP OF TRUSSES. PROVIDE A -21 CLIPS AT 24" O.C. I I I I I I I I I _ I I 1 DUCTWORK J AND PENETRATION EXISTING TRUSSES PER MECHANICAL DRAWINGS AT 24" O.C. FLASH, INSULATE AND ROOF PER ARCH'L PLANS. HVAC SUPPORT FRAMING OF OPENING 3/4" = 1' -0" WI11Irn1W Dr%l Ulu ADCA111.in CUrAMWAI I ununnw nnnnl I nnruu.n WALL SHEATHING SHALL BE EDGE NAILED INTO KING STUD SHEARWALL ELEVATION 1/2" = V -0" 2x DBL TOP PLATE LAP JOINTS 4ft MIP SILL PLATE IWN LOOR PLAN 'ILL PLATE MONOPOUR JG EXISTING ANCHOR BOLTS I► Wi r Is= m W= M MC SQUARED I IV C ORY O RAT ED STRUCTURAL & CIVIL ENGINEERS 1235 EAST 4TH AVE. SUITE 101 OLYMPIA, WA 98506 T (360) 754 -9339 F (360) 352 -2044 www.mc2- ine.com Z 0 V) _ t7 0 0 c o p I , o a o _ In s, z .l ...-. ...... .ru.. •. ..vV. .\VVV.. V. L..I..V JIIV \I \1111LL NAIL PER PLANS CRIPPLE STUDS NAIL PER PLANS rr�l � � w �� REMOVE EXISTING HEADER SHEATHING AND INSTALL HEADERS, KING AND TRIMMER STUDS FOR ROUGH OPENINGS AS SHOWN. 2x TRIMMER NAIL TO KING STUD w /10d's TO MATCH SHEAR WALL EDGE NAILING 4 O � PATTERNS (TYPICAL) 0 C U KING STUD AS REQUIRED vL) a` BY SHEARWALL EDGE NAILING PATTERNS (TYP RIPPLE UDS OPTIONA HOLD( HOLDOWN PER F LOCATION; II II II II II II II II II II .3 u u u u u u PT ; ROTO-HAMMER AND INSTALL eTHREADED THREADED RODS FOR ANCHORS. SEE SHEARWALL NOTES FOR EPDXY INFORMATION, NP• CONC FOOTI WALL SHEATHING SHALL BE EDGE NAILED INTO KING STUD SHEARWALL ELEVATION 1/2" = V -0" 2x DBL TOP PLATE LAP JOINTS 4ft MIP SILL PLATE IWN LOOR PLAN 'ILL PLATE MONOPOUR JG EXISTING ANCHOR BOLTS I► Wi r Is= m W= M MC SQUARED I IV C ORY O RAT ED STRUCTURAL & CIVIL ENGINEERS 1235 EAST 4TH AVE. SUITE 101 OLYMPIA, WA 98506 T (360) 754 -9339 F (360) 352 -2044 www.mc2- ine.com Z 0 V) _ t7 0 0 c o p I , o a o _ In s, z .l MJL Nevets MJL 05 -10 -05 EXPIRES 5/31/05 25164 Sheet Number - S1.0 1 of 2 rr�l � � w �� 0 4 O � 0 C U r 1 vL) a` MJL Nevets MJL 05 -10 -05 EXPIRES 5/31/05 25164 Sheet Number - S1.0 1 of 2 HTT16 HOLDOWN SCHEDULE attaches to concrete foundation with a 5/8" dia. A -307 threaded rod epoxied into concrete with Simpson SET epoxy or equal. Provide 6 minimum embedment into concrete. HTT16 attaches to double studs or 4x or 6x stud with (18) 16d common nails in wall above. See Floor Plan for holdown locations. w CL 0 V) V)l w a 0 07 0 X n a u 1- PROJECT PHASE 1 0 a PROJECT PHASE 1 PROJECT PHASE 2 ❑ ❑ ❑ ❑ ❑ ❑ RETROFIT TOP AND e BOTTOM POST �0 CONNECTIONS, TYP. PROJECT PHASE 2 Existina Roof Framina Plan 1/811 = 1' -091 u —1 HTT16 I HTT16 e S,.o HTT16 e ,.o 6 � 1.0 HT e1. 6 ,.0 � HTT16 1 HTT16 e 1.0 HTT16 e I I I I I j — I 7— I �- HTT16 1! I I■ :LD 0 5 w 3 K WA r -- W= - rF MC SQUARET 11-4 C O R V O RATE ] STRUCTURAL & CIVIL ENGINEERS 1235 EAST 4TH AVE. SUITE 101 OLYMPIA, WA 98506 T (360) 754 -9339 F (360) 352 -2044 www.mc2- ine.com z 0 V) J M N J a` Q G Z (� 0 W I n z by ct ct v 0 U o U N �1 U) _w t v� IT 15 4% i•I r� V Ivry FBI rrC/1 c./ 404� O O � V 4�1 W " " MJL Nevets MJL 05 -10 -05 G) 0 w 0 z W S�07JAL E� 5 -io -as EXPIRES 5/31/05 25164 S2.0 2 of 2 MECHANICAL GENERAL NOTES 1. ADDITIONAL DEMOLITION WORK IS SHOWN ON ARCH, DRAWINGS. COORDINATE WITH 10. UNSIZED DUCTS SHALL MATCH THE SIZE OF THE LARGEST ADJACENT DUCT DESCRIPTION DEMOLITION CONTRACTOR AS TO WHICH ITEMS ARE TO BE REUSED & OTHER THAT 1S SIZED, WHERE THE ADJACENT DUCT SIZE IS NOT SHOWN, PROVIDE AFF APPROX ARCH B.O.D. BTU BTUH BLDG CAP CLG COP CONN CONT CFM DE DEG F, F DIA, 9 DN DWG DB (E), EXIST EA ELEC EER EAT EWB EDB EF EOL EXH EXIST ESP FV FPM FLEX FL FLA GALV. G. C. HP IN KW LAT LDB LWB MFR MAX MBH MECH MIN MCA NO. NTS OBD OA PH RLA REF REQ'D RA RPM RM SA S.O. SHT TEMP TD TG T'TSAT TSP TYP U N. 0. V VFD W WB W/ ASPECTS OF DEMO WORK. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE FOLLOWING SIZED DUCTS (OR EQUIVALENT RECTANGULAR). THE ARCHITECTURAL DRAWINGS, THESE DRAWINGS, AND SITE CONDITIONS AND TO DUCTS TO AIR OTHER IDENTIFY ALL DEMOLITION WORK AND INCLUDE IN HIS BID ALL COSTS FOR CFM INLETS /OUTLETS DUCT DEMOLITION. THE DRAWINGS GIVE A GENERAL REPRESENTATION OF THE DEMOLITION INVOLVED, AND DO NOT CONSTITUTE A FULL LISTING OF ALL ITEMS. WHEN AN ITEM VOLUME DAMPER (MANUAL) 0 - 100 6" 4 6" 0 IS REMOVED, ALL UNUSED ACCESSORIES (PIPING, VALVES, SUPPORTS, CONTROLS, 101 - 150 8" 0 8" tin DUCT, ETC.) SHALL ALSO BE REMOVED. 151 - 250 10" 0 8" 0 MOTORIZED DAMPER FLEXIBLE CONNECTION 251 - 400 12" 4 10" 4 2. ALL THRU DUCT WALL PENETRATIONS SHALL BE PROVIDED WITH CLOSURE COLLARS 401 - 500 14" 4 12" o AND BE TIGHTLY SEALED TO PREVENT THE TRANSMISSION OF NOISE. 501 - 700 16" 0 12" 0 FIRE DAMPER COMBINATION FIRE SMOKE DAMPER 701 - 900 18" 4 14" 4 3. FOR EXACT LAYOUT OF BUILDING FLOOR PLAN SEE ARCHITECTURAL DRAWINGS. 901 - 1200 20" 0 16" 4 FLEXIBLE DUCT BUILDING FLOOR PLAN SHOWN ON MECHANICAL DRAWINGS IS APPROXIMATE. slzE,sYMBOL ®CFM 1201 - 1500 - - -- 18" 4 CEILING OUTLET (WHERE 2 CFM 'S SHOWN, LARGER = HIGH SPEED CFM SMALLER = LOW SPEED CFM Zs'ZE,SYMIIDL CFM 1501 - 2000 - - -- 20" 4 4. ALL DUCTWORK SHALL BE RUN CONCEALED (UNO). SIZE,SYMBOL 2001 - 2400 - - -- 22" 0 CFM 00A > 2401 MAX 0.08" PD PER 100 LF 5. CONTRACTOR SHALL CAREFULLY COORDINATE WORK W/ ALL OTHER T INTERVAL TIMER TRADES, ESPECIALLY IN CEILING SPACES WHERE SPACE IS TIGHT. SHEET METAL CONTRACTOR SHALL HAVE PRIORITY OVER OTHER 11. VERIFY LOCATIONS OF ITEMS INSTALLED IN CEILINGS WITH ARCHITECTURAL MECHANICAL TRADES IN CEILING SPACE WHERE CONFLICTS OCCUR. REFLECTED CEILING PLANS PRIOR TO BEGINNING WORK. NOTIFY ARCHITECT OF DISCREPANCIES. 6. ALL DUCTWORK SHOWN IS SCHEMATIC, CONTRACTOR SHALL PROVIDE ALL OFFSETS /ELBOWS AS REQ'D TO ALLOW ROUTING AROUND 12. MECHANICAL EQUIPMENT 1/2 HP AND LESS SHALL HAVE ANY REQUIRED STRUCTURE, ELECTRICAL, & OTHER INTERFERENCES. STARTER /CONTROL RELAY PROVIDED BY SECTION 15900 (EXCEPT WHERE SPECIFICALLY SHOWN OR SPECIFIED OTHERWISE). 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE & SELECT FINAL LOCATIONS OF ALL AIR INLETS /OUTLETS. SHIFT AIR INLETS/ 13. PROVIDE TEMPORARY CAP -OFF OF ALL EXISTING SYSTEMS TO ALLOW CONTINUED USE OF OUTLETS FROM LOCATIONS SHOWN AS REQ'D TO AVOID CONFLICTS W/ ALL SYSTEMS UNTIL THE FINAL SYSTEM COMPONENTS ARE INSTALLED & CONNECTED. 2 M3 STRUCTURE, LIGHTS, & OTHER ITEMS. SUCH SHIFTS SHALL MAINTAIN D -A M3 SECTION IDENTIFICATION LETTERS SHEET ON WHICH SECTION IS SHOWN SYMMETRY OF AIR TERMINALS & SHALL HAVE PRIOR APPROVAL OF 14. PROVIDE COMPLETE NEW BLDG. TEMPERATURE CONTROL SYSTEM. PROVIDE ALL NEW ARCHITECT /ENGINEER. THERMOSTATS, CONTROL WIRE AND RELAYS, ETC AS REQUIRED. SEE SECTION 15900 8. VERIFY LOCATIONS OF ITEMS INSTALLED IN CEILINGS PRIOR TO BEGINNING WORK. 15. ALL ITEMS ARE NEW UNLESS SPECIFICALLY NOTED AS EXISTING. 9. PROVIDE MANUAL VOLUME DAMPERS IN ALL BRANCH DUCTS AND SPLITS IN MAIN DUCTS AND WHERE REQ'D BY BALANCERS; ONLY SOME OF THE 16. FLEXIBLE DUCT LENGTH SHALL NOT EXCEED 8 FEET, AND MAY ONLY BE REQ'D DAMPERS ARE SHOWN ON THE PLANS. USED WHERE SPECIFICALLY SHOWN ON THE PLANS. MECHANICAL GENERAL DEMOLITION NOTES 1. DEMOLITION DRAWINGS ARE INTENDED TO ONLY GIVE A GENERAL REPRESENTATION OF THE DEMOLITION INVOLVED, AND DO NOT CONSTITUTE A FULL LISTING OF ALL ITEMS REQUIRING REMOVAL. 2. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW SITE CONDITIONS PRIOR TO BIDDING AND TO IDENTIFY ALL DEMOLITION WORK, AND INCLUDE IN HIS BID ALL COSTS FOR DEMOLITION & DISPOSAL. 3. EXISTING DUCTS AND EQUIPMENT SHOWN DASHED REPRESENT MAJOR MECHANICAL ITEMS TO BE REMOVED. SEE GENERAL NOTES. DRAWING NOTES & KEY NOTES WHICH COVER ALL OTHER MISC. MECHANICAL ITEMS TO BE REMOVED. 4. ALL EXIST. ITEMS NOT BEING REUSED SHALL BE REMOVED. THIS INCLUDES SUCH ITEMS AS THERMOSTATS, CONTROL DEVICES, DUCTS, FANS, PIPING, GRILLES, SUPPORTS, VALVES, CURBS, AND RELATED ACCESSORIES. 5. ABANDONED ITEMS, ANCHORS, INSERTS, PIPE STUBS, AND OTHER PROTECTIONS NOT BEING CONCEALED BY NEW CONSTRUCTION SHALL BE REMOVED TO 1" BELOW THE ADJACENT FINISHED SURFACE, AND THE DISTURBED AREA PATCHED. 6. PATCH ALL WALL /FLOOR /CEILING OPENINGS LEFT BY REMOVAL OF EXIST. ITEMS. PATCH SO AS TO MATCH FINISH OF ADJACENT UNDISTURBED AREA. 7. REFERENCE ARCHITECTURAL DRAWINGS FOR WHERE CEILING /WALL AND OTHER GENERAL DEMOLITION WORK IS BEING DONE. 8, SEE MECHANICAL FLOOR PLANS FOR HVAC DUCTS, GRILLES, ETC. THAT ARE BEING REUSED. 9. ALL HEAT PUMPS NOTED TO BE DEMO'D CONTAIN FULL REFRIGERANT AND OIL CHARGES AND SHALL BE PROPERLY DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE WITH CODE. CONTRACTOR SHALL INCLUDE ALL COSTS FOR SUCH DISPOSAL IN HIS BID. 10. HOLD ALL REMOVED ITEMS FOR OWNERS REVIEW. ITEMS SELECTED BY OWNER FOR SALVAGE SHALL BE MOVED BY THE CONTRACTOR TO THE OWNERS STORAGE ROOM (VERIFY EXACT LOCATION WITH OWNER). ITEMS NOT SELECTED BY OWNER FOR SALVAGE SHALL BE DISPOSED OF OFF SITE BY CONTRACTOR. MECHANICAL LEGEN D SYMBOL DESCRIPTION ABBREV. DESCRIPTION 20/12 DUCT (FIRST FIGURE, SIDE SHOWN) AFF APPROX ARCH B.O.D. BTU BTUH BLDG CAP CLG COP CONN CONT CFM DE DEG F, F DIA, 9 DN DWG DB (E), EXIST EA ELEC EER EAT EWB EDB EF EOL EXH EXIST ESP FV FPM FLEX FL FLA GALV. G. C. HP IN KW LAT LDB LWB MFR MAX MBH MECH MIN MCA NO. NTS OBD OA PH RLA REF REQ'D RA RPM RM SA S.O. SHT TEMP TD TG T'TSAT TSP TYP U N. 0. V VFD W WB W/ ABOVE FINISHED FLOOR APPROXIMATELY ARCHITECTURAL BOTTOM OF DUCT BRITISH THERMAL UNIT BRITISH BUILDINGTHERMAL UNIT /HOUR CAPACITY CEILING COEFFICIENT OF PERFORMANCE CONNECTION CONTINUE, CONTINUATION CUBIC FEET PER MINUTE DECIBEL DEGREE FAHRENHEIT DIAMETER DOWN DRAWING DRY BULB EXISTING EACH ELECTRICAL, ELECTRIC ENERGY EFFICIENCY RATIO ENTERING AIR TEMPERATURE ENTERING WET BULB ENTERING DRY BULB EXHAUST FAN END OF LINING EXHAUST EXISTING EXTERNAL STATIC PRESSURE FACE VELOCITY FEET PER MINUTE FLEXIBLE FLOOR FULL LOAD AMPS GALVANIZED GENERAL CONTRACTOR HORSE POWER INCH KILOWATT LEAVING AIR TEMPERATURE LEAVING DRY BULB LEAVING WET BULB MANUFACTURER MAXIMUM THOUSAND BTUH MECHANICAL MINIMUM MINIMUM CIRCUIT AMPS NUMBER NOT TO SCALE OPPOSED BLADE DAMPER OUTSIDE AIR PHASE RATED LOAD AMPS REFERENCE REQUIRED RETURN AIR REVOLUTIONS PER MINUTE ROOM SUPPLY AIR SCREENED OPENING SHEET TEMPERATURE TRANSFER DUCT TRANSFER GRILLE THERMOSTAT TOTAL STATIC PRESSURE TYPICAL UNLESS NOTED OTHERWISE VOLTS, VOLTAGE -VENT VARIABLE FREQUENCY RIVE WATT - WASTE WET BULB WITH EOL= END OF LINING LINED DUCT (DIM. FOR NET FREE AREA) = LINE *_ LINING 2o/12L* R(o) RISE (R) OR DROP (D) ARROW IN DIRECDON OF FLOW VOLUME DAMPER (MANUAL) MOTORIZED DAMPER FLEXIBLE CONNECTION FIRE DAMPER COMBINATION FIRE SMOKE DAMPER U '✓ v v FLEXIBLE DUCT slzE,sYMBOL ®CFM CEILING OUTLET (WHERE 2 CFM 'S SHOWN, LARGER = HIGH SPEED CFM SMALLER = LOW SPEED CFM Zs'ZE,SYMIIDL CFM - CEILING INLET SIZE,SYMBOL WALL OUTLET (OR INLET) CFM 00A THERMOSTAT A= AVERAGING Os SWITCH T INTERVAL TIMER 2 M3 DETAIL IDENTIFICATION NUMBER SHEET ON WHICH DETAIL IS SHOWN D -A M3 SECTION IDENTIFICATION LETTERS SHEET ON WHICH SECTION IS SHOWN ENERGY CODE COMPLIANCE NOTES 1. THERMOSTAT /TIME CLOCK CONTROL SHALL BE PROVIDED BY 7 -DAY PROGRAMMABLE THERMOSTATS. SYSTEM SHALL PROVIDE 365 DAY CONTROL OF EQUIPMENT TEMPERATURE CONTROL SYSTEM SHALL HAVE A MINIMUM DEAD BAND OF 5 DEGREES. (SEE SPEC SEC 15900). 2. TEMPERATURE CONTROL SYSTEM SHALL HAVE AUTOMATIC NIGHT SETBACK. 3. DUCTWORK SHALL BE SEALED IN ACCORDANCE ODE, & PER SPECIFICATION REQUIREMENTS (SEE SPEC SECTION 15840). w/ C- 4. DUCT INSULATION R -VALUE SHALL BE IN ACC ANCE W/ CODE, & PER SPECIFICATION REQUIREMENTS (SEE SPEC SECTION 15840). 5. PROVIDE AUTOMATIC AIR TEMPERATURE RESET IN ACCORDANCE WITH THE WASHINGTON STATE ENERGY CODE. 6. ALL MOTORS SHALL BE PREMIUM EFFICIENCY, INVERTER DUTY TYPE AND SHALL MEET THE WASHINGTON STATE ENERGY CODE REQUIREMENTS. 7. MOTORS 1 HP & LARGER SHALL BE ENERGY EFFICIENT TYPE, IN ACCORDANCE W/ CODE. 8. ECONOMIZERS SHALL BE CAPABLE OF INTEGRATED OPERATION & SHALL PROVIDE PARTIAL COOLING WITH COMPRESSORS WHEN OUTSIDE AIR TEMPERATURES ALLOW. M S &1qk architects HULTZ qr BHU+- C ROSS consulting engineers, Inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 04-231 PERMIT SET 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.70D5 msgsarch.com JEFFERSON COUNTY CASTLE HILL CENTER TENANT IMRPOVEMENTS 615 Sheridan Avenue Port Townsend, WA 98368 ALL WORK MUST COMPLY WITH INTERNATIONAL. MECHANICAL CODE Revision Number Date Sheet Title Closing Date 5 -1 D -05 MECHANICAL LEGEND & NOTES Sheet No. M0.1 Project No. 04 -231 HEAT PUMP SCHEDULE SYMBOL TYPE MANUFACTURER NOMINAL COOLING CAP. * HEATING CAP. ** INDOOR FAN OUTDOOR FAN COMPRESSOR SUPPLEMENTARY HEATER CAN 0% E POWER EXH/ 100% ECONOMIZER SINGLE POINT ELEC. UNIT &HEATER FILTERS MAX. KRUEGER SERIES 1240 SYMBOL SPECIFIED MANUFACTURER AREA SERVED TONS 1/2 "xl/2 %1/2" CUBE CORE PIPING GRILLE ELECTRIC WALL HEATER - MARKEL 3310 DIA CEG CEILING EXH. KRUEGER SERIES EGC -5 1/2 "xl/2 %1/2" CUBE CORE WEIGHT LBS REMARKS EF -1 GREENHECK WSG WALL SUPPLY KRUEGER SERIES 5880H DOUBLE DEFLECTION, HORIZ. FACE VERT. REAR BARS 3 /4 "o.c. MIN. NOM. 1/20 BARS, DIRECT WALL RETURN * ** HORIZ. FACE BARS 3/4" WRG GRILLE KRUEGER SERIES S580H MCA CTG CEILING TRANSFER SIZES) 1/2 %1/2 %1/2" CUBE CORE AND SERIES N0. GRILLE CAP. MITSUBISHI PU -24EK 130 MBH EFFICIENCY CFM ESP OA HP QTY HP (EA) QTY RLA(EA) KW STAGES HP FLA VOLTS /PH MOCP VOLTS /PH TYPE MIN. SF CONDENSATE PUMP & MB SENSOR EF -3 GREENHECK ROOFTOP BACK- WARD INCLINE CONE ROOM 137 250 .25" - - F/20 120 1 / DIRECT INTERVAL TIMER 25 O O ADDITIVE BID ALTERNATE #2 G -080 0.5" 300 0.5 1 0.25 1 17.5 7.5 2 - - - 73.7 208/1 30/30 FARR (2)2Ox25x2 675 O HP -1 TRANE WSCO36 OPEN OFFICE 126 3.0 35.0 6'75 HSPF 1200 EF -5 GREENHECK ROOFTOP BACK- WARD INCLINE rSEER 250 - - 1 / 20 120 1 / DIRECT INTERVAL TIMER 25 O O ADDITIVE BID ALTERNATE #2 G -080 HP -2 TRANE WSC036 CLINIC AREA 3.0 ROOFTOP DACE- BREAK ROOM 35.0 6'75 HSPF 1200 0.5" 300 0.5 1 0.25 1 17.5 7.5 2 - - - 73.7 208/1 30/30 FARR (2)2Ox25x2 675 CLOCK NOTES: O DIV 15 TO PROVIDE SPEED CONTROLLER, DIV 16 TO INSTALL. SPEED CONTOLLER TO BE MOUNTED AT THE FAN. SEE SECTION 15900 FOR CONTROLS. O PROVIDE ALL ROOFTOP FANS W/ FACTORY ROOF CURB AND BDD. HP -3 TRANE WSC036 CLINIC WAITING 3.0 38.1 35.0 6'75 HSPF 1200 0.5" 300 0.5 1 0.25 1 17.5 7.5 2 - - - 73.7 208/1 30/30 FARR (2)2Ox25x2 675 O SEER HP -4 TRANE WSC060 ROOM 100, 101, 128 5.0 62.1 10.10 59.0 7.0 2000 0.7" 500 1.0 1 0.40 1 19.1 9.0 2 1.0 3.5 208/3 63.8 208/3 30/30 FARR (2)2Ox25x2 800 O SEER HSPF HP -5 TRANE WSC036 OPEN OFFICE 132 3.0 38.1 9.8 35.0 6'75 HSPF 1200 0.5" 300 0.5 1 0.25 1 17.5 7.5 2 - - - 73.7 208/1 30/30 FARR (2)2Ox25x2 675 O SEER HP -6 TRANE WSC036 CORE OFFICES 3.0 38.1 9.8 35.0 6'75 1200 0.5" 300 0.5 1 0.25 1 17.5 7.5 2 - - - 73.7 208/1 30/30 FARR (2)2Ox25x2 675 O PHASE I SEER HSPF HP -7 TRANE WSC036 CORE OFFICE EAST 3.0 38.1 9.8 35.0 6'75 HSPF 1200 0.5" 300 0.5 1 0.25 1 17.5 7.5 2 - - - 73.7 208/1 30/30 FARR (2)2Ox25x2 675 O SEER HP -8 TRANE WSC048 CORE OFFICE 4.0 50.8 10'7 47.0 6'90 1600 0.5" 400 0.8 1 0.40 1 14.6 9.0 2 1.0 3.5 208/3 55.6 208/3 30/30 FARR (2)20x25x2 800 O PHASE II SEER HSPF HP -9 TRANE WSC060 RECEPTION 300 AREA 5.0 62.1 59'0 HSPF 2000 0.7" 500 1.0 0.40 1 19.1 9.0 2 1.0 3.5 208/3 63.8 208/3 30 /30 FARR (2)2Ox25x2 800 O2 SEER HP -10 TRANE WSCO60 OFFICES -NORTH 5.0 52.1 10.10 59.0 7.0 HSPF 2000 0.7" 500 1.0 0.40 1 19.1 9.0 2 1.0 3.5 208/3 63.8 208/3 FARR (2)2Ox25x2 800 O SEER HP -11 TRANE WSC048 OPEN OFFICE 308,309 4.0 50.8 10'7 47.0 6'90 HSPF 1600 0.5" 400 0.8 1 0.40 1 14.6 9.0 2 1.0 3.5 208/3 55.6 208/3 30/30 FARR (2)2Ox25x2 800 O SEER O WITH FACTORY ROOF CURB, SINGLE POINT POWER CONNECTIONS, 2" FILTER FRAME O WITH FACTORY ROOF CURB, SINGLE POINT POWER CONNECTIONS, 2" FILTER FRAME * IS ARI RATING: AT 80'F DB; 677 WB INDOOR COIL EAT AND 957 OUTDOOR COIL EAT. KIT, 100% BAROMETRIC RELIEF /ECONOMIZER KIT (CAN -FAB), HIGH STATIC MOTOR KIT, KIT, 100% POWER EXHAUST /ECONOMIZER KIT (CAN -FAB), HIGH STATIC MOTOR KIT, COOLING CAPACITY LIFTING LUG KIT, QUICK START KIT, THROUGH THE BASE ELECTRICAL WITH CIRCUIT LIFTING LUG KIT, QUICK START KIT, THROUGH THE BASE ELECTRICAL WITH CIRCUIT ** HEATING CAPACITY IS ARI HI -TEMP RATING: AT 70'F DB INDOOR COIL EAT AND 477 DB; 43'F WB OUTDOOR COIL EAT. BREAKER, POWERED CONVENIENCE OUTLET, HINGED ACCESS DOORS, BLACK EPDXY BREAKER, POWERED CONVENIENCE OUTLET, HINGED ACCESS DOORS, BLACK EPDXY COATED CONDENSER COIL. COATED CONDENSER COIL. AIR INLET & OUTLET SCHEDULE SYMBOL TYPE MANUFACTURER REMARKS AREA CFM AND SERIES NUMBER RPM WHEEL CEILING DRIVE LOUVER FACE, SQUARE NECK CD DIFFUSER KRUEGER SERIES 1240 W/ MODULAR CORE CRG CEILING RETURN KRUEGER SERIES EGC -5 1/2 "xl/2 %1/2" CUBE CORE PIPING GRILLE ELECTRIC WALL HEATER - MARKEL 3310 DIA CEG CEILING EXH. KRUEGER SERIES EGC -5 1/2 "xl/2 %1/2" CUBE CORE LBS GRILLE EF -1 GREENHECK WSG WALL SUPPLY KRUEGER SERIES 5880H DOUBLE DEFLECTION, HORIZ. FACE VERT. REAR BARS 3 /4 "o.c. - GRILLE 1/20 BARS, DIRECT WALL RETURN 25 HORIZ. FACE BARS 3/4" WRG GRILLE KRUEGER SERIES S580H O.C., 35' DEFLECTION CTG CEILING TRANSFER KRUEGER SERIES EGC -5 1/2 %1/2 %1/2" CUBE CORE 3/8 GRILLE AC -113 MITSUBISHI PU -24EK FAN SCHEDULE SYMBOL SYMBOL SPECIFIED MFR TYPE AREA CFM ESP RPM WHEEL ELECTRICAL DRIVE CONTROL WEIGHT REMARKS ROOMS 221, 223, 224, 225. 365 10 "x10" AND SERIES NO. 2 SERVED PIPING EWH -1 ELECTRIC WALL HEATER - MARKEL 3310 DIA HP V PH - 3.0 LBS 208/1 EF -1 GREENHECK ROOFTOP BACK- WARD INCLINE LAB 123 250 .25" - - 1/20 120/1 DIRECT INTERVAL TIMER 25 O O 10.6 G -080 115/1 16 208/1 55 210 5/8 3/8 0 ADDITIVE BID ALTERNATE #3 AC -113 MITSUBISHI PU -24EK 130 EF -2 GREENHECK ROOFTOP BACK- WARD INCLINE CONF ROOM 151 250 .25" - - 120 1 / DIRECT INTERVAL TIMER 25 O O ADDITIVE BID ALTERNATE #2 EAT AND 95' F OUTDOOR COIL EAT. OUTDOOR UNIT. (e.g. AC -16 IS G -080 O1 WITH FACTORY CONDENSATE PUMP & WATER BLOCK SENSOR EF -3 GREENHECK ROOFTOP BACK- WARD INCLINE CONE ROOM 137 250 .25" - - F/20 120 1 / DIRECT INTERVAL TIMER 25 O O ADDITIVE BID ALTERNATE #2 G -080 EF -4 GREENHECK ROOFTOP BACK- WARD INCLINE CONE ROOM 304 300 .25" - - 1 20 / 120 1 / DIRECT INTERVAL TIMER 25 O O ADDITIVE BID ALTERNATE #2 G -080 EF -5 GREENHECK ROOFTOP BACK- WARD INCLINE CONF ROOM 201 250 .25" - - 1 / 20 120 1 / DIRECT INTERVAL TIMER 25 O O ADDITIVE BID ALTERNATE #2 G -080 ( EF -C (E) GREENHECK ROOFTOP DACE- BREAK ROOM 300 - - 1 %25 1 0/1 DIRECT TIME 25 - G -1) +I�AP,D INCLINE 128 .25" CLOCK NOTES: O DIV 15 TO PROVIDE SPEED CONTROLLER, DIV 16 TO INSTALL. SPEED CONTOLLER TO BE MOUNTED AT THE FAN. SEE SECTION 15900 FOR CONTROLS. O PROVIDE ALL ROOFTOP FANS W/ FACTORY ROOF CURB AND BDD. ELECTRIC HEATER SCHEDULE SYMBOL SPECIFIED MFR AND SERIES NO. TYPE AREA /UNIT SERVED CFM NOMINAL SIZE ELECTRICAL REMARKS KW STGS VOLTS /PH DH -1 DUCT HEATER DELL CORP - HEATRIX ELECTRIC ROOMS 221, 223, 224, 225. 365 10 "x10" 3.0 2 208/1 PIPING EWH -1 ELECTRIC WALL HEATER - MARKEL 3310 ELECTRIC ENTRY 100 - - 3.0 1 208/1 WITH INTEGRAL THERMOSTAT AND FACTORY DISCONNECT. ;LD 0 5 J HULTZ ar BH +,, CROSS consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253)383 -3257 Fax: (253)383 -3283 general @hultzbhucrow.com Job Number: 04 -231 PERMIT SET M S 9 S architects 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com JEFFERSON COUNTY CASTLE HILL CENTER TENANT ORPOVEMENTS 615 She6don Avenue Port Townsend, WA 98368 Revision Number Closing Date Date 5 -10 -05 Sheet Title MECHANICAL SCHEDULES Sheet No. M092 Project No. 04 -231 AIR CONDITIONING UNIT - SPLIT SYSTEM TYPE COOLING CAP. * INDOOR UNIT * ** OUTDOOR UNIT * ** MAX. MAX. REFRIGERANT SYMBOL MANUFACTURER & AREA SERVED OUTDOOR UNIT INDOOR UNIT PIPING REMARKS TOTAL ELECTRICAL Al ELECTRICAL RG RL SERIES NO. MBH SEER WEIGHT WEIGHT MCA V /PH MCA AC -1A MITSUBISHI PK -24FK SERVER ROOM 24.0 10.6 1.0 115/1 16 208/1 55 210 5/8 3/8 0 ADDITIVE BID ALTERNATE #3 AC -113 MITSUBISHI PU -24EK 130 * COOLING CAPACITY IS ARI RATING: AT 80' F DB; 67' F WB * ** ON PLANS "A" DESIGNATES INDOOR UNIT, "B" DESIGNATES INDOOR COIL EAT AND 95' F OUTDOOR COIL EAT. OUTDOOR UNIT. (e.g. AC -16 IS AC -1 OUTDOOR UNIT) O1 WITH FACTORY CONDENSATE PUMP & WATER BLOCK SENSOR ;LD 0 5 J HULTZ ar BH +,, CROSS consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253)383 -3257 Fax: (253)383 -3283 general @hultzbhucrow.com Job Number: 04 -231 PERMIT SET M S 9 S architects 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com JEFFERSON COUNTY CASTLE HILL CENTER TENANT ORPOVEMENTS 615 She6don Avenue Port Townsend, WA 98368 Revision Number Closing Date Date 5 -10 -05 Sheet Title MECHANICAL SCHEDULES Sheet No. M092 Project No. 04 -231 GENERAL NOTES: 1, SEE SHEET M0.1 FOR GENERAL DEMOLITION NOTES. KEYED NOTES: O1 REMOVE (E) ROOFTOP HVAC UNIT, ALL ASSOCIATED DUCTWORK, CONTROLS, GRILLES, HANGERS, AND ACCESSORIES UNLESS NOTED TO BE REUSED. SEE SHEET M4.1 FOR REUSED ITEMS. ❑ _'��'� 1'� ❑ ❑ I I X �I \ LA I � L] I ! C I SKIM ,GHT, ❑ A - — l v c Fx '�II F'f FxlSrlhlr S4 YLISHT SKYLIGHT 4011 ANN T —v v � SKYLIGHT 1 - -- II II p� =Pa= III IIL-1. :A 7-0 X �xA i SI YDGH f I i O G C' W III �I i LJ D- Q) to III III IVI II U U v 1 n_n III III IXI 11 IIr _b_ J U u El SK)'I_1 GH T w � i In ul I,�I II u —r� 1 DEMOLITION I/811= �7 / J Y i ROOF cs � J v) 1) � 1 1 � 1 El 0 PLAN — HVAG Li ';LD 405- -'J HULTZ gr BHU+- C ROSS consulting engineers, Inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 04-231 PERMIT SET architects 510 Capitol Way 5. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com JEFFERSON COUNTY CASTLE HILL CENTER TENANT IMRPOVEMENTS 615 Sheridan Avenue Port Townsend, WA 98368 Revision Number Date Sheet Title Closing Date 5 -10 -05 DEMOLITION ROOF PLAN - HVAC Sheet Na M1.1 Project No. 04 -231 12x12 CEG TOILET 124 (E) EF (E) 4x10 10 "o SAG 30 - -- - -- - HALL LAB I � 125 (E) 4x14 i 123 iT . SAG 100 (E) 4x14 RAG 70 "0 6 -CTYP=) - - -- CLIMC (E) 4x14 121 SAG 90 I° (TYP) 5 E 4x14 � RA 8 „G 60 — -_.- 10"o (E) 4x14 L 16"o SAG 90 \ r 4xl 4 RAG60CLINIC I 6 "0 _118 g „0 10x10 CD -3 � -- _ — 110 �A _ (E) 4x14 CLINIC SAG 95 111 (E) 4x14 RAG 60 16/16L DN 16/161- TOILET (EL EF HP2 ON ROO j TOILET j 108 8 "0 8x8 CD -4 I 95 CLINIC 107 12x12 CTG (TYP) ,10 "� I ; I I ALCOVE 106 ; �10xlDL UP TO EF -1 d 118x8 CD -4 8x8 CD -2 110 50 12x12 CD -4 6 0 350 (TYP) 10 "0 OPEN 8 "0 10" 0 OFFICE 22x22 126 (E) 4x14 QT CRG 2x12 WRG CLINIC 4 � 8 0 1360 HALL 122 14/14 119 (E) 4x14 16 "0 SAG 1 DO HP-1 8x8 (E) 4x14 ON ROOF CD -4 RAG 65 8 "0 8x8 �� FILES ICRG CLINIC 5 120 4xl S G < n 8 »0 - u 0 -10"o 8 110 -- STAFF HALL 1 16 8 „0� "_� 114 8 „�) lo "o � (E) 8x8 12x12 I RAG 75 6 „0 ICRG O !185 1 12x12 CD -4 CLINI 22x22 275 (E) 4x4 CRG 113 ! !I® '- L -- SAG 85 - �r:!'CLERK (E) 4x 4 pI ii 1O6 RAG T5 MM051;r1►�:3 3•Nzli 0 CI I! 12' ss 12” (TY )I 8X8 CD -4 1100 (TYP) 8"0 I WAITING 14 "0 — 14 "0 10 "0(TYP) 10x10 CD -4 EWH -1 225 (TYP) 6" AFF 127 � T RL r 1 x14 WSG l Rc r- 6 50 BREAK 4 ROOM 4.2 128 i __ (E) E r1 8x8 12" ON ROOF 55)Z 12/121- {WE)G x12 I I I12xl2 WRG M 1 J ALC 1450 O3 Tp � E ON ROOF HP -6 ON ROOF— I L -- - I(E) 12x10 STOR WSG 330 r�16 -T6� 6x6 D-4 20 (T P) ! 1 x24 WRG 4 1xl4L 0 (6 "AFF 1 DN Q STOR I (E ) 12x10 144 1- WSG 330 CONE -_ ROOM iP =3 101 I HP- N ROOF I ON ROOF ; I 12x12 WRG 1415 O i � 020 I -f 14 141- - tNTRY , 100 10/10 UP 10/121- TO EF ; 22 1 12" 0 - -- 1 /101- 22x22 1 CEG 14x14 WSG CONF. 1615 O ROOM C- I Fl-5-11 ❑ ❑ ❑ 1. GENERAL NOTES: HVAC UNIT DROP SIZING UNIT RA* SA* HP -1, 2, 3, 5, 6, 7 16/14L 16/14L HP -8, 11 16/16L 16/16L HP -4, 9, 10 18/18L 18/18L KEYED NOTES: O PAN OFF BACK SIDE OF (E) GRILLE LOCATED IN SOFFIT OR CEILING SHOWN. PAINT SHEET METAL PANNING WITH BLACK PAINT ON GRILLE SIDE. O ROUTE RETURN AIR DUCTWORK DOWN TO FLOOR WITHIN STORAGE CLOSET. PROVIDE VOLUME DAMPER 6' -0” AFF IN VERTICAL DUCTWORK. O REMOVE AND REPLACE (E) GRILLE WITH NEW. SEE MO.2 FOR GRILLE (TYP). O 3/4" CONDENSATE DOWN TO 6” ABOVE GRADE. O REMOVE (E) GRILLE, REMOVE OPPOSED BLADE DAMPER IN GRILLE, REPLACE GRIT IF Tn nRlrwol I nrGnnn! fi F'KUVIUE LINEU IKANSIIIUN BETWEEN ROOF CURB AND DUCTWORK DROP. REFER TO MANUFACTURE FOR CURB PENETRATION SIZE. DROP LENGTH 4' -0" MINIMUM. 2, HP'S OA INTAKE SHALL BE A MIN OF 10' -0" FROM (E) EF (E) PLUMBING, VENT & EXHAUST FANS. EXTEND (E) NO WORK PLUMBING VENTS AS NECESSARY TO MAINTAIN — CLEARANCES. SEE DETAIL 5/M4.2 FOR PLUMBING `- VENT EXTENSION. I 2 PROJECT PROJECT (TYP) M4.2 OPEN r - --� OFFICE - -- - - - - 12/12L 308 --; PHASE 1 PHASE 2 71- HP -11 MUD 10x10 C%.3 (E) 10x10 SAG ON ROOF TOILET ROOM O3 125 SERVER 125 135 221 8x8 CD -3 224 10 0 (TYP 8x8 CD -2 12x12 CD -2 (E) EF (E) 6x6 (E) 6x6 = 100 - 360 TYP NO WORK SAG 20 90 RAG 50 —I OPEN 6x6 SAG ! L ! - g "0 OFFICE 20 (TYP) 1 "0 8 „0 _J 6 "0 1 8 0 8 0 OFFICE 10/10L UP 132 80 OFFICE F2-25 TO EF-4 3 10 "0(TYP) L� 10/101- E I x6 - - 1 10 223 M4.2 SAGj 70 JAN. - T RAG6x14 (E) 6x6 22x22 ° (E) 4x14 RAG 136 OFFIC 6 (E) 4x14 HALL _ SAG 70 AC -1B CRG 60 (TYP) RAG 95 222 12x12 CD -4 ON ROOF � ALCOVE ( ) 220 T 1 - 205 - _ _ _ OFFIC -� E 4x14 CONF. - r�E r 134 10 101- UP CONF. OFFICE ) ROOM / 12" 0 217 RAG 5 1 133 8x8 CD -4 NATO EF -3 ROOM 215 (E) 8x8 HALL OFFICE 304 75 10x1 137 12/12L I SAG 90 278 219 6 "0 STOR. 12x12 CRG 14 "0 CD- !110 (E) 8x8 y 8x8 SAG E 8x8 226 155 Lq 22x22 SAG 85 t 2 CRG r J - - -I CEG 10 /1OL (E) 6x14 -_ SAG 90 C) J J ! I r; -- - -N_ �- �E -- SG 87 140 j O14CE CRG 2 I(E) (TYP) 8 110 85 M x_14 "0 CA 14 0 -- — - 12x12 WS - Q- �j(E 24x24 HALL HALL 420 jn�RG 755 143 142 6x6 OFFICE OFFICE OFFICE E SA CD-4 145 8„0 146 8 „0 147 L - 50 148 �4/14L (TYP) (E) EjF -� (E) 8x8 SAG TOILET 53 22/22 CRG - 75 (TYP) 1 TALL I 149 E) 6x6 AG 90 ! (E) 14x14 RAG 155 - 14/14L � OFFICE 212 (E) 4x14 RAG 70 x6 6, 0 90 HALL 209 1 I TOILET L 205 12x12 CTG - (TYP) iOILEi! L 204 t(E) 6x14 •' L �ION ••• IISL•1 ,. � ��� �AL SAG 90� 41 0 112 07 1 6- (OFFICE 2 OVE OFFICE •• I 10 "0 12x12 V 5 3 125 10x10 iD -4 ! 170 _ 750 Tq NO WORK CONE T 12'0 OPEN ROOM RECEPTION OFFICE OT A 200 152 OFFICE 201 1 x12 CD 4 T 154 1 0 12 "0� WAITING i TO E 5 P 10 "0 200 12x12 CRG 1D "O 10 °0 ; 10 0 , (TYP) 22x2 CEG L1 El PROJECT PROJECT I PHASE 1 PHASE 2 211 E) 6 HALL RAG 4 208 TYP)" OFFIC (E) 14x14) 230 CRG 160 TOILET 3107 8 „0 HALL - 311 CD -4 J OPEN OFFICE 12"0 309 (TYP) 22x22 CEG HALL � 306 I 30 ll %OFFICE 8 "0 (TYI 12 "0 "0(TYP) 18/18 n 207 140 L_-- -- 0 -- 8 "0 HP -9 CLERK ON ROOF 203 22x22 CRG 10x CD -4 750 8, D -4 CONK 240 515n8 C 301 0 "0 10 "0 RECEPTION T 30O 112x1 CD -4 L^`I" ❑ ❑ ❑ ❑ IJ 14 "0 OPEN =_ OFFICE 0 CD -4 303 Q_ - - Or n -- - 14 "0 /-12"0 0-0 (TYP) OPEN OFFICE 302 (E) EF NO WORK TOILET 313 JAN. 313 12x12 CD -4 310 (TYP) 2x12 CD -3 14x14 CD -3 575 10x10 CD -4 160 12x12 CTG (TYP) 2X22 CRG 85 (TYP) 0x10 CD -4 75 (TYP) 2x12 CD -4 00 (TYP) MEGHANIGAL FLOOR PLAN - HYAG I7►1 1105 - HULTZ gr BHU-I-- C ROSS consulting engineers, Inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 04 -231 PERMIT SET M S architects 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com JEFFERSON COUNTY CASTLE HILL CENTER TENANT IMRPOVEMENTS 615 Sheridan Avenue Port Townsend, WA 98368 Revision Number Closing Date Date 5 -10 -05 Sheet Title MECHANICAL FLOOR PLAN - HVAC Sheet No. X14.1 Project No. 04 -231 0 HALL { { � 0 6 "0 - -OFF1 23 J 117 12 "0 "0(TYP) 18/18 n 207 140 L_-- -- 0 -- 8 "0 HP -9 CLERK ON ROOF 203 22x22 CRG 10x CD -4 750 8, D -4 CONK 240 515n8 C 301 0 "0 10 "0 RECEPTION T 30O 112x1 CD -4 L^`I" ❑ ❑ ❑ ❑ IJ 14 "0 OPEN =_ OFFICE 0 CD -4 303 Q_ - - Or n -- - 14 "0 /-12"0 0-0 (TYP) OPEN OFFICE 302 (E) EF NO WORK TOILET 313 JAN. 313 12x12 CD -4 310 (TYP) 2x12 CD -3 14x14 CD -3 575 10x10 CD -4 160 12x12 CTG (TYP) 2X22 CRG 85 (TYP) 0x10 CD -4 75 (TYP) 2x12 CD -4 00 (TYP) MEGHANIGAL FLOOR PLAN - HYAG I7►1 1105 - HULTZ gr BHU-I-- C ROSS consulting engineers, Inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 04 -231 PERMIT SET M S architects 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com JEFFERSON COUNTY CASTLE HILL CENTER TENANT IMRPOVEMENTS 615 Sheridan Avenue Port Townsend, WA 98368 Revision Number Closing Date Date 5 -10 -05 Sheet Title MECHANICAL FLOOR PLAN - HVAC Sheet No. X14.1 Project No. 04 -231 ❑ ❑ ❑ ❑ IJ 14 "0 OPEN =_ OFFICE 0 CD -4 303 Q_ - - Or n -- - 14 "0 /-12"0 0-0 (TYP) OPEN OFFICE 302 (E) EF NO WORK TOILET 313 JAN. 313 12x12 CD -4 310 (TYP) 2x12 CD -3 14x14 CD -3 575 10x10 CD -4 160 12x12 CTG (TYP) 2X22 CRG 85 (TYP) 0x10 CD -4 75 (TYP) 2x12 CD -4 00 (TYP) MEGHANIGAL FLOOR PLAN - HYAG I7►1 1105 - HULTZ gr BHU-I-- C ROSS consulting engineers, Inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 04 -231 PERMIT SET M S architects 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com JEFFERSON COUNTY CASTLE HILL CENTER TENANT IMRPOVEMENTS 615 Sheridan Avenue Port Townsend, WA 98368 Revision Number Closing Date Date 5 -10 -05 Sheet Title MECHANICAL FLOOR PLAN - HVAC Sheet No. X14.1 Project No. 04 -231 (E) LEAD FLASHING — RESEAL IF REQUIRED SEALANT /4" SLOPE (E) HEIGHT CLAMP VARIED HEIGHT NT EX NTS UNISTRUT WELDED TO STEEL CHANNEL 1 -1/2% 1 -1/2% 16 GAUGE GALV. ANGLE SUPPORT. 4' —D" ON CENTER. 6" x 6" x 16 GAUGE GALV. SUPPORT PLATE, WELD TO ANGLE FLASHING DRAWINGS. HVAC UNIT HOLD DOWN STRAP, 2" WIDE x 18 GAUGE GALV. STEEL, FASTEN WITH (3) #10 S.M. SCREWS TO UNIT & CURB (TYP 4 PLACES). BEND TO MATCH SHAPE OF UNIT /CURB COUNTER FLASHING, BY G.C. CANTS & FLASHING BY ROOF ASSEMBLY SEE ARCH D WGS NEOPRENE GASKET CURB, FURNISHED WITH HVAC UNIT RIGID INSULATION SET INTO CURB BY G.C. ANCHOR CURB TO BLOCKING & BLOCKING TO TRUSSES BELOW 24" O.C. MIN. 4x BLOCKING TO ALLOW UNIT TO SIT LEVEL (WITHIN MFR'S TOLERANCES) BY G.C. NUM 2' DOWNSTREAM OF ;TRICAL DUCT HEATER TO NG (OR AS REQUIRED BY TER MANUFACTURER) MUM 4' UPSTREAM OF TRICAL DUCT HEATER TO ING (OR AS REQUIRED BY TER MANUFACTURER) HVAC CURB DETAIL r2� ELECTRIC DUCT COIL 1 NTS M4.2 NTS M4.2 SHEETMETAL SCREW (TYP) REFRIGERANT LINE SEE PLAN FOR SIZE NOTCHED GALV. SHEETMETAL PIECES TO SEAL OPENING AROUND PIPE PENETRATION SEAL PIPE PENETRATION THROUGH ROOF NOTES: 1. ROOF TYPE VARIES. CONTRACTOR MAY PROPOSE ALTERNATIVE ROOF FLASHING MEANS. HOWEVER, BID SHALL BE BASED ON METHOD SHOWN. , REFRIGERANT PIPING M4.2 NTS 20 GA. GALV. SHEET METAL ENCLOSURE, SEAL WATERTIGHT FILL CAVITY WITH FOAM SEALANT MECHANICAL EQUIPMENT WELDED 12 GAUGE ANCHOR GALVANIZED STEEL FLASHING ASSEMBLY, ANCHOR TO ROOF MECHANICAL EQUIPMENT 20 GA GALV. STEEL CAP EXTEND UP ROOFING OVER 0 FLASHING, W /2" TURN DOWN TOP OF CURB & OVER EXIST. ROOFING EXISTING ROOF ASSEMBLY V l ROOF FLASHING PRESSURE TREATED ` SLEEPERS W/ CANTS ( / ALL AROUND i/I E ) ROOFING ASSY A 1. VERIFY ROOF SLOPE. CUT SLEEPER /CANTS TO SUIT ROOF SLOPE & PROVIDE LEVEL TOP MOUNTING SURFACE. 2. VERIFY SIZE OF ROOF SLEEPER WITH STRUCTURAL DESIGN. 4 SLEEPER DETAIL M4.2 NTS M4.2 architects ID 0 5, - L 0 M1 HULTZ gr BHU+- CROSS consulting engineers, inc. 2407 North 31 st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 04 -231 PERMIT SET 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 36D.352.7OD5 msgsarch.com JEFFERSON COUNTY CASTLE HILL CENTER TENANT IMRPOVEMENTS 615 Sheridan Avenue Port Townsend, WA 98368 Revision Number Date Sheet Title Closing Date 5 -10 -05 MECHANICAL DETAILS Sheet No. M4.2 Project No. 04 -231 i ABBREVIATIONS (SOME ABBREVIATIONS MAY NOT BE USED ON DRAWINGS) ABBREV DESCRIPTION A or AMP AMPERES AIC AMPERE INTERRUPTING CAPACITY AL ALUMINUM ARCH ARCHITECTURAL AWG AMERICAN WIRE GAUGE C CONDUIT C.O. CONDUIT ONLY CB CIRCUIT BREAKER CKT CIRCUIT CT CURRENT TRANSFORMER CU COPPER DIA DIAMETER DIV DIVISION DWG DRAWING ELEC ELECTRIC EMT ELECTRICAL METALLIC TUBING EXST EXISTING FA FIRE ALARM FC FOOTCANDLE FLA FULL LOAD AMPS FLEX FLEXIBLE CONDUIT GND GROUND HP HORSEPOWER HZ HERTZ J -BOX JUNCTION BOX KVA KILOVOLT AMPERES KW KILOWATTS LT LIGHT LTG LIGHTING MAX MAXIMUM MCA MINIMUM CIRCUIT AMPS MCM or KCM THOUSAND CIRCULAR MILS MIN MINIMUM OP or MOCP MAXIMUM OVERCURRENT PROTECTION MTD MOUNTED MTG MOUNTING N or NEUT NEUTRAL NTS NOT TO SCALE PB PULLBOX 0 or PH PHASE PNL PANEL PR PAIR PRI PRIMARY RECPT RECEPTACLE REQ REQUIRED RM ROOM SEC SECONDARY SHT SHEET SP SINGLE POLE STD STANDARD SW SWITCH SWBD SWITCHBOARD TEL TELEPHONE TTB TELECOMMUNICATIONS TERMINAL BOARD TYP TYPICAL UL UNDERWRITERS LABORATORY UG UNDERGROUND V VOLTS VA VOLT AMPERES W WATTS WP WEATHERPROOF W/ WITH W/O WITHOUT XFMR TRANSFORMER ELECTRICAL LEGEND (SOME SYMBOLS MAY NOT BE USED ON DRAWINGS) SYMBOL DESCRIP110N SYMBOL DESCRIPTION VA /W DISTRIBUTION AND CIRCUITING FWA CALLOUTS COLUMBIA WC SERIES PANELBOARD - SURFACE 200 -4 -G FEEDER CALLOUT X -Y -Z. SEE SCHEDULE. _- PANELBOARD - FLUSH XXX FIXTURE SYMBOL ® SWITCHBOARD OR MCC (DRAWN TO SCALE) DETAIL SYMBOL: (AS INDICATED ON DRAWINGS) ® DRY TYPE TRANSFORMER B e # - IDENTIFYING NUMBER B - SHEET WHERE DETAIL SHOWN WITH WHITE ENAMEL FINISH, WRAP CROSS LINES INDICATE NUMBER OF CONDUCTORS IF MORE THAN TWO WIRE CIRCUIT. LONG DENOTES Q DRAWING REVISION SYMBOL: NEUTRAL. DOT DENOTES GROUND. DOTTED HASH A - IDENTIFYING NUMBER MARK INDICATES ISOLATED GROUND. CONDUIT S BUBBLE NOTE TAG SYMBOL: #12 AWG UNLESS OTHERWISE NOTED OR # - IDENTIFYING NUMBER FW1 SCHEDULED. ONLY BRANCH CIRCUIT HOMERUNS LITHONIA WC SERIES F32T8 120 ARE INDICATED WITH CONDUCTOR COUNT. FIRE ALARM RAPID START FLUORESCENT UNIT, SEE GENERAL ELECTRICAL NOTES. ® HEAT DETECTOR WIRING CONCEALED IN CEILING OR WALL FAC SYMBOL FOR FIRE ALARM CONTROL PANEL NULITE DWM SERIES WIRING CONCEALED BELOW FLOOR -0 REMOTE ANNUNCIATOR -------- WIRING EXPOSED r� HORN [SPEAKER] HOMERUN HORN [SPEAKER] WITH VISUAL SIGNAL (STROBE) CONDUIT UP, DOWN LIGHTOLIER LSW SERIES VISUAL SIGNAL (STROBE) ^�- FLEXIBLE WIRING CONNEC1ON ® ® SMOKE DETECTOR SMOKE DAMPER BALLAST: ELECTRONIC LIGHTING I —� FLUORESCENT STRIP FIXTURE (LENGTH TO SCALE) 0 REMOTE ALARM LIGHT ® RECESSED FIXTURE - ROUND EOL END OF LINE DEVICE 120 FLUORESCENT FIXTURE - LAY -IN ® SPRINKLER SYSTEM PRESSURE SWITCH O SURFACE MOUNTED FIXTURE EM FIRE DOOR RELEASING DEVICE CONNECTION INDICATES SPLIT WIRED BALLASTS EM FIRE ALARM RELAY N SUBSCRIPT BY FIXTURE INDICATES NIGHT LIGHT REMODEL (ON CONTINUOUSLY) CELL LOW IRIDESCENT SEMI- LIGHTOLIER DEEPCELL HEAVY LINE WEIGHT = NEW WORK SPECULAR LOUVER, WITH LAMP DAY -BRITE PARALOUVER SWITCHES (2 X 4 LAY -IN SHOWN) S SINGLE POLE TOGGLE. SUBSCRIPT a, b, c, etc. CAVITY DIVIDER. STANDARD LINE WEIGHT = EXISTING TO REMAIN INDICATES QUANTITY OF SWITCHES FOR UNLESS OTHERWISE NOTED. (RECEPTACLE SHOWN) SEPARATE CONTROL ar CROSS HATCH LINE WORK = ELECTRICAL S3 THREE -WAY TOGGLE DEMOLITION (RECEPTACLE SHOWN) S4 FOUR -WAY TOGGLE F32T8 BROKEN LINE WORK = ELECTRICAL DEMOLITION 4 OCCUPANCY SENSOR - WALL SWITCH TYPE (RECEPTACLE SHOWN) ❑P DISCONNECT SWITCH SOUND EP FUSED DISCONNECT SWITCH 2 -LAMP UNIT. VOLUME CONTROL SWP "WP" INDICATES WEATHERPROOF ENCLOSURE (s SPEAKER - CEILING PL1 SINGLE POLE TOGGLE SHOWN F32T8 120 35/31 MOUNTING HEIGHTS FIXTURE PL3 EXCEPT 1' x 4' OUTLETS HEIGHT OF OUTLETS MEASURED TO CENTER OF BOX, f$ DUPLEX RECEPTACLE (NEMA 5 -2DR) UNLESS OTHERWISE INDICATED COUNTER HEIGHT ( *) +3 INCHES ABOVE SPLASH FOURPLEX RECEPTACLE (NEMA 5 -20R) RECESSED 6 -INCH DIAMETER GFCI DUPLEX RECEPTACLE (NEMA 5 -20R) CASEWORK AND OTHER OUTLETS AS DIRECTED 120 35/31 WIRING DEVICES * ASTERISK INDICATES COUNTER HEIGHT OUTLET SWITCHES AND DIMMERS 48 INCHES (DUPLEX RECEPTACLE SHOWN) RECEPTACLES 18 INCHES j$ DUPLEX RECEPTACLE ON EMERGENCY CIRCUIT THERMOSTATS 54 INCHES SPECIAL PURPOSE OUTLET (AS NOTED) SIGNAL VOICE (TELEPHONE) 18 INCHES pp JUNCTION BOX - CEILING DATA (COMPUTER) 18 INCHES REFLECTOR, WHITE TRIM, 1.1 MIN. MOTOR CONNECTION WALL PHONE 48 INCHES SCHEDULED EQUIPMENT CONNECT10N OR FIRE ALARM e (INCLUDES FEEDER, DISCONNECT, STARTER, ANDL UAL STATIONS 48 INCHES TO TOP OTHER REQUIREMENTS AS SCHEDULED ) SIGNALING DEVICES 80 INCHES TO BOTTOM GENERAL ELECTRICAL NOT Si 1. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING A BID TO REVIEW AND VERIFY EXISTING CONDITIONS. 2. ELECTRICAL CONTRACTOR SHALL VERIFY LOCATIONS OF EQUIPMENT, CHASES, PATHWAYS, CONDUITS, AND BUILDING FEATURES THAT ARE TO BE AFFECTED IN CONJUCTION WITH THIS PROJECT. 3. SEE ARCHITECTURAL PLANS FOR LOCATION OF FIRE RATED CONSTRUCTION. 4. BRANCH CIRCUIT NOTES: A. ONLY BRANCH CIRCUIT HOMERUNS INDICATE CONDUCTOR COUNT IF MORE THAN TWO WIRE CIRCUIT PLUS GROUND. CONTINUE WIRE COUNT TO OUTLETS AS REQUIRED TO PROVIDE INDICATED PHASE, NEUTRAL, AND EQUIPMENT GROUND CONDUCTORS PER CODE BASED ON CIRCUIT DESIGNATIONS INDICATED. B. FOR SWITCHED OUTLETS, PROVIDE ADDITIONAL CONDUCTOR COUNT REQUIRED FOR SWITCH LEGS TO ACCOMMODATE SWITCH CONTROL INDICATED. MAINTAIN UNSWITCHED LEG IN LIGHTING BRANCH CIRCUITS TO EXIT, EMERGENCY, AND NIGHT LIGHTING SHOWN. 5. REFER TO ARCHITECTURAL PLANS FOR LIGHT FIXTURE LOCATIONS. REFER TO REFLECTED CEILING PLANS, INTERIOR ELEVATIONS, EXTERIOR ELEVATIONS, ROOM SECTIONS, AND DETAILS SHOWN ON ARCHITECTURAL CONTRACT DOCUMENTS PRIOR TO ROUGH -IN. REPORT CONFLICTS TO ARCHITECT /ENGINEER FOR RESOLUTION. 6. REFER TO ARCHITECTURAL ELEVATIONS FOR LOCATION AND MOUNTING HEIGHT OF WIRING DEVICES. REPORT CONFLICTS TO ARCHITECT /ENGINEER FOR RESOLUTION. 7. VERIFY BACK BOX REQUIREMENTS OF EQUIPMENT FURNISHED UNDER OTHER THAN DIVISION 16 SECTIONS AND EQUIPMENT FURNISHED BY OWNER. 8. ROOMS DESIGNATED AS CLINIC OR LAB ARE CONSIDERED PATIENT CARE AREAS - GENERAL CARE UNDER NEC 517. FIXTURE SCHEDULE SYM DESCRIPTION MANUFACTURER LAMP TYPE VOLTS VA /W REMARKS FWA SURFACE MOUNTED 1' x 4', 2 -LAMP, COLUMBIA WC SERIES F32T8 120 65/61 RAPID START FLUORESCENT UNIT, DAY -BRITE CA SERIES METAL HOUSING AND END PLATES LITHONIA LB SERIES WITH WHITE ENAMEL FINISH, WRAP METALUX WS SERIES AROUND PRISMATIC ACRYLIC LENS. BALLAST: ELECTRONIC FW1 WALL MOUNTED, 4.5" x 48 ", 1 -LAMP LITHONIA WC SERIES F32T8 120 35/31 RAPID START FLUORESCENT UNIT, DAY - BRIGHT WB SERIES WHITE ENAMEL METAL HOUSING, WRAP NULITE DWM SERIES AROUND OPAL ACRYLIC LENS. UL METALUX BC SERIES LISTED FOR DAMP LOCATION. LIGHTOLIER LSW SERIES BALLAST: ELECTRONIC PL3 RECESSED LAY -IN, 2' x 4' 3 -LAMP COLUMBIA PARABOLUME F32T8 120 100/95 SPLIT WIRED WHERE RAPID START PARABOLIC LITHONIA PARAMAX INDICATED ON PLANS FLUORESCENT TROFFER, 3" DEEP 16 METALUX PARALUX 3 CELL LOW IRIDESCENT SEMI- LIGHTOLIER DEEPCELL SPECULAR LOUVER, WITH LAMP DAY -BRITE PARALOUVER CAVITY DIVIDER. BALLAST: ELECTRONIC PL2 SAME DESIGN AND MANUFACTURE AS F32T8 120 65/61 FIXTURE PL3 EXCEPT 12 CELL 2 -LAMP UNIT. PL1 SAME DESIGN AND MANUFACTURE AS F32T8 120 35/31 FIXTURE PL3 EXCEPT 1' x 4' 6 CELL 1 -LAMP UNIT. R26 RECESSED 6 -INCH DIAMETER LITON REMODEL SERIES F26 TRT 120 35/31 COMPACT FLUORESCENT OPEN OR EQUAL REMODEL DOWNLIGHT, CLEAR ALZAK REFLECTOR, WHITE TRIM, 1.1 MIN. SPACING CRITERIA, UL LISTED FOR THRU WIRING AND DAMP LOCATION. BALLAST: HPF SL1 FLUORESCENT STRIP LIGHT, 4' COLUMBIA CH SERIES F32T8 120 35/31 1 -LAMP RAPID START, NARROW LITHONIA S SERIES CHANNEL. METALUX NS SERIES BALLAST: ELECTRONIC LIGHTOLIER SN SERIES DAY -BRITE N SERIES el SPECIFICATION GRADE UNIVERSAL LITHONIA QUANTUM SERIES LED 120 3/3 INSTALL WALL UNITS MOUNT, SINGLE FACE, LED MC PHILBEN VE SERIES +6" ABOVE DOOR. EMERGENCY EXIT FIXTURE, WHITE CAST METAL HOUSING, STENCIL FACEPLATE WITH GREEN LETTERS ON WHITE BACKGROUND, AND DIRECTIONAL ARROWS AS SHOWN. FIXTURE SHALL INCORPORATE AN INTEGRAL SEALED RECHARGEABLE MAINTENANCE FREE 5 -YEAR MINIMUM BATTERY, CHARGER, TEST SWITCH, SELF - DIAGNOSTICS AND PILOT LIGHT. SAME DESIGN AND MANUFACTURE AS LED 120 INSTALL WALL EMERGENCY EXIT. WITH 2 ROTATING 2- SEALED 13/3 MOUNTED UNITS AT CYLINDER TWIN HEAD SEALED BEAM BEAM HALOGEN +90 INCHES. EMERGENCY LIGHTS. LAMPS, 6 VOLT (1 F.C. AT 20 FEET) JIM?- SURFACE MOUNTED TWIN HEAD DUAL -LITE EZ -2 SERIES 2- SEALED 120 3/3 INSTALL WALL LIGHTING UNIT WITH INTEGRAL LITHONIA ELM SERIES BEAM HALOGEN MOUNTED UNITS AT SEALED RECHARGEABLE PRESCOLITE EDS SERIES LAMPS, 6 VOLT +90 INCHES. MAINTENANCE FREE 5 -YEAR SURELITES CC SERIES (1 F.C. AT MINIMUM BATTERY, CHARGER, TEST 20 FEET) SWITCH, PILOT LIGHT, AND TWO ROTATING LAMP HEADS. FACTORY INSTALLED INTEGRAL BODINE B -50ST SERIES FLUORESCENT EMERGENCY LIGHTING IOTA ISD -80 SERIES `°— SYSTEM WITH SEALED RECHARGEABLE MAINTENANCE FREE HIGH TEMPERATURE NICKEL CADMIUM BATTERY, INVERTER BALLAST, BATTERY CHARGER, TEXT SWITCH, PILOT LIGHT, SELF DIAGNOSTICS AND SHALL OPERATE ONE LAMP AT 30 -35% OF RATED LUMENS FOR MINIMUM OF 90 MINUTES UPON FAILURE OF NORMAL POWER SUPPLY. GENERAL REMODEL NOTESi 1. TWO COMPLETE PLANS AND SPECIFICATIONS FOR THE FIRE ALARM SYSTEM INSTALLATION OR MODIFICATION SHALL BE SUBMITTED TO AUTHORITY HAVING JURISTICTION FOR REVIEW AND APPROVAL PRIOR TO SYSTEM INSTALLATION. 2. IT IS ASSUMED THAT EXISTING WIRING ABOVE CEILINGS ARE NOT SUPPORTED PER CODE. INCLUDE NEW SUPPORTS FOR EXISTING CONDUIT AND OPEN CABLES ABOVE ALL ACCESSIBLE CEILING SPACES. 3. FIELD VERIFY ADEQUATE DEPTH AND JOIST SPACING ABOVE EXISTING CEILINGS PRIOR TO ORDERING RECESSED LIGHT FIXTURES. 4. REFER TO ARCHITECTURAL AND MECHANICAL PLANS AND INCLUDE ELECTRICAL DEMOLITION TO SUPPORT REMODEL AND REPLACEMENT WORK NOT OTHERWISE INDICATED IN ELECTRICAL DRAWINGS. 5. CLEAN AND REPAIR EXISTING LIGHT FIXTURES TO REMAIN. SEE SPECIFICATONS FOR REQUIREMENTS. 6. SALVAGE TO OWNER ALL REPLACED EXIT LIGHTS, EMERGENCY LIGHTING, LOAD CENTERS, AND BREAKERS. M S architects HULTZ qr BHU-h- C ROSS consulting engineers, inc. 2407 North 31 st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultr.bhucross.com Job Number: 04 -231 PERMIT REVIEW SET 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.70D5 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA. 98368 PRELIMINARY NOT FOR CONSTURCTION Revision Number Closing Date Date Sheet 1 itle May 2005 Legend Fixture Sch. & Abbrev. Sheet No. E0.01 Project No. 04 -231 I I i I I I i i I TOILET 124 Fl— Ell IoI '1291 I- ® 0 O ;� o (E) 111 n w_u r U U TOILET TOILET PHASE Ii PHASE 2 �i 1.1ECTRICAL DEMOLITION PLAN SCALE, 1/80 n 11-09 0 GENERAL NOTESi 1A Ll 1. SHADED AREAS OF PLAN INDICATE ROOMS WHERE THE G EXISTING T —BAR CEILING IS BEING REMOVED FOR NEW MECHANICAL DUCTWORK INSTALLATION. DISCONNECT AND DISPOSE OF EXISTING LUMINAIRES IN SHADED AREAS. MAINTAIN EXISTING FIRE ALARM AND SPEAKERS DEVICES o � 0 TOILET = -: SUPPORT ALL CONDUIT, WIRING, AND DEVICES TO ALLOW s FOR CEILING REMOVAL AND NEW REPLACEMENT. SUPPORT ALL EXISTING WIRING ABOVE ALL CEILINGS PER CODE. TOILET 2. - -- - 313 EXISTING BALLASTS AND LAMPS WITH NEW ELECTRONIC C I i BALLASTS AND T -8 LAMPS. CONTRACTOR SHALL VISIT Fl— Ell IoI '1291 I- ® 0 O ;� o (E) 111 n w_u r U U TOILET TOILET PHASE Ii PHASE 2 �i 1.1ECTRICAL DEMOLITION PLAN SCALE, 1/80 n 11-09 0 M S architects HULTZ gr BHU+- C ROSS consulting engineers, inc. 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA. 98368 PRELIMINARY NOT FOR CONSTURCTION Revision Number Closing Date Date May 2005 Sheet Title Elect Demolition Floor Plan Sheet No. E1.01 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 Project NO. 04 -231 general@hultzbhucross.com Job Number: 04 -231 PERMIT REVIEW SET GENERAL NOTESi 1. SHADED AREAS OF PLAN INDICATE ROOMS WHERE THE EXISTING T —BAR CEILING IS BEING REMOVED FOR NEW MECHANICAL DUCTWORK INSTALLATION. DISCONNECT AND DISPOSE OF EXISTING LUMINAIRES IN SHADED AREAS. MAINTAIN EXISTING FIRE ALARM AND SPEAKERS DEVICES AND PROTECT FROM DAMAGE DURUNG CONSTRUCTION. TOILET SUPPORT ALL CONDUIT, WIRING, AND DEVICES TO ALLOW -131x' FOR CEILING REMOVAL AND NEW REPLACEMENT. SUPPORT ALL EXISTING WIRING ABOVE ALL CEILINGS PER CODE. TOILET 2. IN ALL AREAS OF PLAN NOT SHADED, REPLACE - 313 EXISTING BALLASTS AND LAMPS WITH NEW ELECTRONIC BALLASTS AND T -8 LAMPS. CONTRACTOR SHALL VISIT SITE AND INCLUDE IN BID THE QUANTITIES REQUIRED — — TO MEET THE CURRENT FIXTURE TYPES AND SWITCHING ARRANGEMENTS. (TYP) 3. MODIFY WIRING AS REQUIRED TO MAINTAIN POWER TO EXISTING DEVICES NOT SHOWN TO BE DEOMLISHED. 4. REPLACE ALL EXISTING EXIT AND EMERGENCY LIGHTS (TYP) WITH NEW. �-- PROVIDE UNDER ALTERNATE BID #1 CONSTRUCTION NOTES �1 REROUTE AND EXTEND WIRING TO OUTLETS ON THIS WALL, TO ALLOW FOR NEW WINDOWS TO BE INSTALLED. �I REPLACE OUTLETS AND COVERS WITH NEW. SEE E3.01 O2 REMOVE VOICE /DATA CABLE TO DEVICES ON THIS 1 WALL. REROUTE RACEWAYS TO ACCESSIBLE CEILING SPACE TO ALLOW FOR NEW WINDOWS TO BE INSTALLED. REINSTALL CABLE TO DEVICES, TERMINATE AND TEST. REPLACE ENTIRE CABLE RUN IF IT IS TO SHORT TO REACH DEVICE AFTER RACEWAY MODIFICATION. DO NOT SPLICE CABLE TO INCREASE 1 LENGTH. 03 REPLACE SURFACE MOUNTED QUAD OUTLET WITH ®i FLUSH MOUNTED QUAD OUTLET AND BOX. EXTEND WIRING TO CONCEAL RACEWAY IN WALL. I ® ELIMINATE EXISTING J —BOX AND CONDUIT TO ACCESSIBLE CEILING SPACE. 0 REMOVE DATA DROP BACK TO SERVER RM. ,_ I © MAINTAIN POWER TO RECEPTACLE ON SOUTH WALL. 1 COORDINATE WITH OWNER TO SCHEDULE DOWNTIME OF OF IF OUTLET IS ON ANY CIRCUIT DESIGNATED TO BE MODIFIED. PROVIDE ELECTRICAL DEMOLITION FOR ROOF TOP HVAC UNIT. ® REMOVE CONDUCTORS AND SWITCH. PROVIDE BLANK j COVER PLATE. Og REMOVE FIXTURES. PROVIDE BLANK CANOPY COVER PLATE. 10 REMOVE WIRING FROM SWITCH TO ENTRY 100 LUMINAIRES. SEE NOTE 1, E2.01. 11 REMOVE DEVICE AND BOX FROM WALL TO ALLOW FOR I NEW WALL CONSTRUCTION. 1 1© DISCONNECT WIRING TO VOLUME CONTROL AND SPEAKER. ABANDON SPEAKER IN PLACE. 13 REPLACE EXISTING 8' FIXTURES LOCATED IN VALANCE WITH NEW 4' FIXTURES. SEE E2.01 14 PROVIDE BLANK COVER OVER J —BOX. 15 REPLACE EXISTING FIXTURE WITH NEW. SEE E2.01 16 REMOVE 220V RECEPT. SEE NOTE 13 E3.01. 17 RELOCATE DUPLEX, VOICE /DATA EAST ON WALL. SEE NOTE 15 E3.01 18 RELOCATE CIRCUITS IN WALL TO ALLOW FOR NEW DOOR OPENING. 19 RELOCATE TO NEW CEILING. EXTEND WIRING TO NEW LOCATION. M S architects HULTZ gr BHU+- C ROSS consulting engineers, inc. 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA. 98368 PRELIMINARY NOT FOR CONSTURCTION Revision Number Closing Date Date May 2005 Sheet Title Elect Demolition Floor Plan Sheet No. E1.01 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 Project NO. 04 -231 general@hultzbhucross.com Job Number: 04 -231 PERMIT REVIEW SET i i i I I I i I D 13 IBS PL3 117 r DAYLIGHT CONTROL. SCALE, 1/89 ■ 1' -011 €U TOILET ROOM El I I , TOILET D I rl 1 M S architects CONSTRUCTION NOTES 0 INTERCEPT AND EXTEND POWER AND SWITCH LEG FROM SWITCH LOCATED ON OPPOSITE SIDE OF WALL IN RECEPTION 102. O REWIRE LUMINAIRE TO NEW SWITCHING ARRANGEMENT. RELOCATE LUMINARE TO NEW LOCATION. PROVIDE BLANK COVER ON EXISTING OUTLET BOX AND PATCH CEILING. ® REPLACE EXISTING HALL LIGHTING SWITCH WITH NEW. PROVIDE 3 —WAY AND 4 —WAY SWITCHES AS REQUIRED. O REPLACE BALLAST AND LAMPS IN EXISTING 2 —LAMP FIXTURE WITH NEW ELECTRONIC BALLAST AND T8 LAMPS. CLEAN AND REPAIR FIXTURE. WASH LENS OR REPLACE IF BROKEN. © REPLACE BALLASTS AND LAMPS IN EXISTING 4 —LAMP FIXTURE WITH NEW ELECTRONIC BALLASTS AND T8 LAMPS. CLEAN AND REPAIR FIXTURE. WASH LENS OR REPLACE IF BROKEN. t�7 CONNECT FIXTURE AHEAD OF SWITCHED CIRCUIT AND PROVIDE NEW LOCAL LIGHTING CONTROL. ® NOT USED. O REMOVE SWITCH AND PROVIDE BLANK COVER. PROVIDE NEW WIRING AS REQUIRED TO PROVIDE HALL SWITCHING AS SHOWN. 10 CLEAN AND REPAIR EXISTING 2 —LAMP FIXTURE. WASH LENS COVER OR REPLACE IF BROKEN. REPLACE T8 LAMPS WITH NEW. 11 CLEAN AND REPAIR EXISTING 3 —LAMP FIXTURE, WASH LENS COVER OR REPLACE IF BROKEN. REPLACE T8 LAMPS WITH NEW. CLEAN AND RELAMP FIXTURE WITH NEW 13W DD LAMP 13 CONNECT TO UNSWITCHED LOCAL LIGHTING CIRCUIT. 14 CLEAN EXISTING 4 —LAMP FIXTURE, WASH LENS COVER. REPLACE ANY BROKEN LENS COVERS. REPLACE T8 LAMPS WITH NEW. 15 PROVIDE NEW WIRING AS REQUIRED TO CONNECT TO NEW FIXTURES. HULTZ gr BHU-I-- CROSS consulting engineers, inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number. 04 -231 PERMIT REVIEW SET 510 capitol way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA. 98368 PRELIMINARY NOT FOR CONSTURCTION Revision Number Closing Date Date Sheet Title May 2005 LIGHTING PLAN Sheet No E2. ®1 Project No. 04 -231 REPLACE ALL EXISTING VOICE /DATA STATION CABLING AND DEVICES WITH NEW. PROVIDE NEW OUTLETS WHERE SHOWN. TOILET _ In4_..Y �I �2 EF 1 li j 31 � 2 - - -� 18 - - - - -- - - lien �l j N?C 1 - ' 1j 2 - -- 2 CLINIC H CLING= I IAA] I Lo j 1=figii - 1 TOILET �_ I L °9 O O —E17 '' [ t &ET H�- I 11,07 1 72 REPLACE EXISTING VOICE /DATA STATION CABLING AND DEVICES IN ROOMS 132, 133, 134,137,139,140,141,145,146,147 WITH NEW. PROVIDE NEW OUTLETS WHERE SHOWN. CONTRACTOR SHALL UTILIZE THE AREA ABOVE THE NEW DROPPED CEILING IN THIS AREA FOR ALL NEW WIRING TO THE SOUTH OF ROOMS 100, 1101, AND 128. 1< ILI 129 IM 1 [ ?71 'j 10I A2 OPEN - -- AB Il M 2 6 OFFICE , S V AC , RO _3?J E L'�J D OPEN 3 °i lA M2 E OFF-le BREAK 1�� ALC OVE -- H I� CLIMCIs ; 1267 1 ED H -14,16 16 1 2! `=� i[ �I 1 O - 12 M2 1 M2 4 E6F �M2 OH I. M2 — g�j2 2 OFF6C 3 3 _ 1 j ALC04 , 5 2 C 1 °H P !®-I � = ?Ire! n _ 1 --� � °� O HALL O; 1141 J( ROOI_;ES 4 I Li T I R80 , �_% { <i� `� WAITING 11 °3i H 'LAFF� ROOT L �0? I 2 F- ❑ Ell ❑ ❑ ❑ (2) 1" SIGNAL CONDUITS UP. TERMINATE IN CEILING SPACE WITH PLASTIC BUSHING - 6 I1[? ,3 �� ROOF ROOFS ! �OFFICE i �.I 1 _1V j OFIC 1 CONE I ROOD H �H. HALL 14;31 STORE r, MUD TOILE" ROOM FFICE IU F_q E ,=_ l B B -' OF ��.—�! DH I �- 22' ' 1 _I HALL .t N. OFFICE i ° - ( I FIDE OFFICE M2' I 14 OFCE ONF. 1 OO — 137 3 _ OFFICE ROOF - HALL I 2j HP �1 OFFICE 4 8 OFFICE OFF�E R00� I _13 CE O �12� �r. �s4 OFFICE I f OFFICE jili �E lj " HALL I 12 1s ' �j^ ( 1 4 12 OFFICETO„ TlI L 212 1 FALL {i ( 2/ 2 2 2 �7� 1 1 fr �) _M5_11 - P J; (Ej FAC - J 16 18 20 TOIL T 'f O B -5,7 ENTRY ❑ ❑ CONF. a, O ❑ ❑ ❑ i ❑ ❑ ❑ 'WER OUTLET (TWO WHERE JRPLEX IS INDICATED) V4014A/G4014A DIVIDER POWER & SCALES 1/80 ■ 1' -09 EMOLD FLUSH METAL DEVICE /ER (TYPICAL). SEE PLANS. EMOLD 4000 SERIES �..ZFACE RACEWAY WITH CONTINUOUS DIVIDER (4 -3/4 "H x 1 -3/4" DEEP) SURFACE METAL RACEWAY SCALEi NTS 1- LCOVE LOFFICE aL 1 ca ; !� f HALL 2 °S [20o CLERK L3 WAITING ❑ ❑ (E) XFMR CUT AND PATCH EXST ASPHALT. SEE DETAIL 1 TOILEI MDP CI i ( E7.01 [312; I TOILET 1 6 HAIL tp1t. M1 P,, 1 - 2 - - - -[ 313 11 (E) FO A OPEN I< 1 r - - � OFFICE OPEN A -26 loot> 0� OFFICE I I I I I I I I �FICIF� F E L--- PROVIDE UNDER r3° I ALTERNATE BID #1 ALL I III{ 0 I H 1 zL OFFICE 227 16 ROO ALCOVE TALL (57 2 28 J -T "—f OFFICE M1 tI 23 69 ❑ ❑ M S architects 20 L 3i I TOILED CONSTRUCTION NOTES C- 14,16,18 G 20 4 OPEN C -20 i� 11 OFFICE I EF 1521 5 C -3,6 SO CONE 5 EXTEND CONDUIT AND WIRING INTO NEW WALL. SEE NOTE II I 7 00 E1.01 O{ I [°1j 16 14 I OFFICE 7 18 R - 1T4 CONTROL LOCATION. II I { I O HOMERUN FEEDER THRU ENTRY 127 ABOVE CEILING. 1 PHASE 1 I PHASE 2 ❑ ❑ ❑ i ❑ ❑ ❑ 'WER OUTLET (TWO WHERE JRPLEX IS INDICATED) V4014A/G4014A DIVIDER POWER & SCALES 1/80 ■ 1' -09 EMOLD FLUSH METAL DEVICE /ER (TYPICAL). SEE PLANS. EMOLD 4000 SERIES �..ZFACE RACEWAY WITH CONTINUOUS DIVIDER (4 -3/4 "H x 1 -3/4" DEEP) SURFACE METAL RACEWAY SCALEi NTS 1- LCOVE LOFFICE aL 1 ca ; !� f HALL 2 °S [20o CLERK L3 WAITING ❑ ❑ (E) XFMR CUT AND PATCH EXST ASPHALT. SEE DETAIL 1 TOILEI MDP CI i ( E7.01 [312; I TOILET 1 6 HAIL tp1t. M1 P,, 1 - 2 - - - -[ 313 11 (E) FO A OPEN I< 1 r - - � OFFICE OPEN A -26 loot> 0� OFFICE I I I I I I I I �FICIF� F E L--- PROVIDE UNDER r3° I ALTERNATE BID #1 ALL I III{ 0 I H 1 zL OFFICE 227 16 ROO ALCOVE TALL (57 2 28 J -T "—f OFFICE M1 tI 23 69 ❑ ❑ M S architects HuLTZ mr BHU+� CROSS consulting engineers, Inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number. 04 -231 PERMIT REVIEW SET 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA. 98368 PRELIMINARY NOT FOR CONSTURCTION Revision Number Closing Date Date May 2005 Sheet rile POWER & SIGNAL PLAN Sheet No. E3.01 Project No. 04 -231 CONSTRUCTION NOTES 111, { 1 0 PROVIDE VOICE /DATA IN EXISTING OUTLET BOX. i� 11 I O2 NOT USED. O EXTEND CONDUIT AND WIRING INTO NEW WALL. SEE NOTE II I I E1.01 O{ I I I 4 EXTEND WIRING TO RELOCATED. SPEAKER VOLUME CONTROL LOCATION. II I { I O HOMERUN FEEDER THRU ENTRY 127 ABOVE CEILING. 1 II I I © ROUTE PANEL FEEDER ABOVE CEILING. O 'I I oc I SURFACE MOUNT TO EXTERIOR WALL. i - -'� OFFICE 03 I j I ® I PENETRATE INTO ACCESSIBLE CEILING SPACE. SEAL H —� - -- CONDUIT AND EXISTING PANEL B FEEDER PENETRATION. gO PROVIDE NEW WIRING AND CONNECTION TO (E) EXHAUST { I I FAN. 1 Cc 10 ALL VOICE /DATA SIGNAL CABLING FOR RMS. 100 -154 { I I SHALL TERMINATE IN SERVER RM 130. OF I 11 ALL VOICE /DATA SIGNAL CABLING FOR RMS 200 -313 OFFI — _ J SHALL TERMINATE IN SERVER RM 224. [ °z @ DATA OUTLETS INDICATED CURRECNTY SHARE 2 DATA 1 OUTLETS STATION CABLE. THIS CABLE IS TO BE REMOVED { [— AND NEW CAT 5E STATION CABLE INSTALLED TO PROVIDE ' I ONE CABLE PER DATA JACK. PROVIDE NEW DUPLEX RECEPTACLE AND COVER IN _ EXISTING OUTLET, PROVIDE NEW CONDUCTORS BACK TO - PANEL A. 14 PROVIDE RACEWAYS TO SMR IN NEW WALL. SEE DETAIL O1 15 PROVIDE NEW RECPT. AND COVER. CONNECT TO (E)CIRCUIT. PROVIDE NEW VOICE /DATA OUTLETS. 16 CONNECT TO (E)CIRCUIT IN THIS ROOM. 17 RECONNECT TO EXISTING CIRCUITS REMOVED TO CREATE NEW HALL. EXTEND CIRCUITS AS NECESSARY. 18 PROVIDE RED DUPLEX RECEPTACLE IN ACCESSABLE LOCATION, NEXT TO REFRIGERATOR. 19 PROVIDE NEMA 5 -20P WITH WEATHERPROOF IN -USE COVER. HuLTZ mr BHU+� CROSS consulting engineers, Inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number. 04 -231 PERMIT REVIEW SET 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA. 98368 PRELIMINARY NOT FOR CONSTURCTION Revision Number Closing Date Date May 2005 Sheet rile POWER & SIGNAL PLAN Sheet No. E3.01 Project No. 04 -231 i TO UTILITY COMPANY SERVICE POINT DISTRIBUTION LOAD CALCULATION (KVA) MAIN DISTRIBUTION PANEL 120/208V - 3 PH Description Panel Panel Panel Panel Panel Panel Panel Panel Panel Panel Panel Conn Demand NEC Calc A B C D E F G H EL M1 M2 Total Factor Reference Total Lighting 4.9 2.9 1.3 1.7 1.3 1.8 1.8 1.7 3.3 20.7 125% 215.2(A) 25.9 Gen Purpose Recpt First 10 KVA 8.1 7.6 1.8 2.9 2.7 2.2 2.3 2.9 10.0 100% 220.13 10.0 Remainder 20.4 50% 220.13 10.2 Specific Purpose Recpt 2.7 3.0 3.4 1.2 7.5 1.7 1.8 21.2 100% 21.2 Motors /Compressors Ventilation 11.0 19.2 30.2 100% 30.2 Cooling 19.0 40.4 59.4 100% 59.4 Other 0.2 0.7 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.9 3.2 100% 3.2 Largest 0.2 0.5 0.2 0.2 0.2 0.2 0.2 0.2 6.9 3.4 6.9 25% 430.24 1.7 Water Heaters 3.0 3.0 1.5 1.5 1.5 1.5 1.5 4.5 18.0 100% 18.0 Space Heating 27.0 69.0 96.0 100% 96.0 Kitchen Equipment Ranges Table 220.19 Small appliance 1.5 1.5 100% 1.5 Remainder 1.0 0.5 0.5 2.8 4.8 100% 4.8 Connected Load 19.9 17.1 8.7 8.0 13.1 5.6 7.6 15.3 3.3 57.2 129.6 285.4 Colo Load 21.2 18.0 9.1 8.4 13.5 6.1 8.1 15.8 4.1 58.9 130.4 282.0 Calc Amps 59.0 50.0 43.6 40.6 64.8 29.4 38.8 75.9 19.8 163.6 362.2 783.5 FEEDER SCHEDULE 10 3W 4W SERVICE CALL OUT DESCRIPTION 60 -3 -G 1 "C -3 #6 + #10 GND 225 -4 -G 2 1/2 "C -4 #4/0 + #4 GND 400 -4 -G (2)2 "C -4 #3/0 + #3 GND IN PARALLEL 800 -4 (3)2 1/2 "C -4 #300 IN PARALLEL r -� 4 .. _ I _ 3_ L - - -J OUTDOOR CT CABINET & METER SOCKET 1.1 I U [V 150A 3P 800A 3P N #3/0 CU I' z O + I L C I CJ 200A 3P 100A 2P C I U 100A (° 100A nn nn MAIN DISTRIBUTION PANEL (MDP) 208/120V 30 4W, 1000A ALL CIRCUIT BREAKERS 65,000 AIC EPLACE (E)PNL IITH NEW F 100A nn N J 100A 7D I L REROUTE FEEDERS TO NEW PANEL MDP ELECTRICAL SERVICE DEMOLITION PLAN SCALEi NITS ELECTRICAL NOTESi WEATHERPROOF CONDUIT TERMINATIONS. SPLICE AND EXTEND FEEDER CONDUCTORS IN PANEL AS REQUIRED TO TERMINATE USING COMPRESSION BUTT SPLICE WITH SHRINK SLEEVE. (E)PHONE LINES H M1 M2 EL z O 7 [if > a_ c� c� w Q I n I I to N O O N �t tD Q 100A 225A 400A 60A ° 2P 3P 3P 2P N (E)PANEL FEEDERS (TYP) 2 1/2" TO PNL M1--\, (E)LIGHTING CONTACTOR 1"C-8#10+#10 GND EL CT'S 1'-6" MINIM '-(E)PHONE BOX MDP a) MAIN 0 1/2" (TYP) M S S architects A 3R SPLICE BOX ,,,-REMOVE UNUSED LB. n PATCH AND SEAL HOLE. NEW SERVICE ENTRANCE LAYOUT SCALES NTS (TYP) } -TO PNL M2 HuLTZ BHU+. CROSS consulting engineers, Inc. 2407 North 31 st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 04-231 PERMIT REVIEW SET 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA. 98368 • � of XUMM 4/27/08 PRELIMINARY NOT FOR CONSTURCTION Revision Number Closing Date Date May 2005 Sheet rtle ONELINE DISTRIBUTION DIAGRAM Sheet No. E5.01 Project No. 04 -231 i s I i MECHANICAL EQUIPMENT CONNECTION SCHEDULE MAXIMUM RATINGS FEEDER DISCONNECT CONTROL 3/4 "C, #12 EACH PHASE, NEUTRAL, SIZE FLA MCA VOLT /PH } ¢ J v SYMBOL DESCRIPTION LOCATION PLUS GROUND UNLESS OTHERWISE 0 ° a Z Z 0 � " CONSTRUCTION NOTES: INDICATED BELOW ,L; cn E! w v'S -� z C Ir o a to N N Z U o m � U U' �,.I 3 W UJ !n J W 0 l=i z ? o0 ¢ M M a cn a 3 F H AC AIR CONDITIONING SERVER ROOM 120 2 TON .8 1 115/1 O O 1A INDOOR UNIT AC AIR CONDITIONING ROOF 120 2 TON 12.8 16.0 208/1 20A O O 16 OUTDOOR UNIT HP 1 PACKAGED HEAT PUMP ROOF TOP 3 TON 62.1 73.7 208/1 1 "C -2 #4 + #8 GND X 0 HP 2 PACKAGED HEAT PUMP ROOF TOP 3 TON 62.1 73.7 208/1 1 "C -2 #4 + #8 GND X 0 HP 3 PACKAGED HEAT PUMP ROOF TOP 3 TON 62.1 73.7 208/1 1 "C -2 #4 + #8 GND X O HP 4 PACKAGED HEAT PUMP ROOF TOP 5 TON 53.3 63.8 208/3 1 "C -3 #6 + #8 GND X O HP 5 PACKAGED HEAT PUMP ROOF TOP 3 TON 62.1 73.7 208/1 1 "C -2 #4 + #8 GND X O HP 6 PACKAGED HEAT PUMP ROOF TOP 3 TON 62.1 73.7 208/1 1 "C -2 #4 + #8 GND X O HP 7 PACKAGED HEAT PUMP ROOF TOP 3 TON 62.1 73.7 208/1 1 "C -2 #4 + #8 GND X 0 HP 8 PACKAGED HEAT PUMP ROOF TOP 4 TON 49.1 55.6 208/3 1 "C -3 #6 + #10 GND X 0 HP 9 PACKAGED HEAT PUMP ROOF TOP 5 TON 54.6 63.8 208/3 1- 1/4 "C -3 #4 + #8 GND X O 0 HP 10 PACKAGED HEAT PUMP ROOF TOP 5 TON 54.6 63.8 208/3 1- 1/4 "C -3 #4 + #8 GND X O HP 11 PACKAGED HEAT PUMP ROOF TOP 4 TON 49.1 55.6 208/3 1 "C -3 #6 + #10 GND X 0 EF 1 EXHAUST FAN LAB 123 1/20 HP 1.6 2 120/1 • 0 0 O 12 ) EXHAUST FAN CONF 151 1/20 HP 1.6 2 120/1 • 0 0 O O EF 3 EXHAUST FAN CONF 137 1/20 HP 1.6 2 120/1 • 0 0 O O I EF EXHAUST FAN CONF 304 1/20 HP 1.6 2 120/1 • 0 0 I OO EF 5 EXHAUST FAN CONF 201 1/20 HP 1.6 2 120/1 • 0 0 0 EF 6 (E) EXHAUST FAN BREAK RM 128 1/25 HP 1.4 1.8 120/1 • 0 0 0 DH 1 DUCT HEATER OFFICE 220 3.0 KW 14.5 18.1 208/1 0 W ELECTRIC WALL HEATER ENTRY 100 3.0 KW 14.5 18.1 208/1 • GENERAL EQUIPMENT CONNECTION SCHEDULE NOTES. 1. VERIFY VOLTAGE, PHASE, FLA /MCA OF EACH CONNECTION WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH -IN. NOTIFY ARCHITECT /ENGINEER WHEN SCHEDULED SUPPLY WILL NOT MEET NEC REQUIREMENTS. 2. OUTLETS, DISCONNECTS, CONTROLLERS, AND EQUIPMENT CONNECTIONS FOR ROOF TOP AND OTHER OUTDOOR EQUIPMENT SHALL BE WEATHER PROOF. 3. LOCATION OF OUTLETS, DISCONNECTS, CONTROL DEVICES, AND EQUIPMENT CONNECTIONS ARE DIAGRAMMATIC AND TO BE LOCATED IN FIELD BY THE CONTRACTOR AS APPROVED BY THE ENGINEER. UNLESS OTHERWISE INDICATED ON PLANS, INSTALL SCHEDULED DISCONNECTS AND CONTROL DEVICES INSIGHT OF EQUIPMENT. ARRANGE WIRING AND EQUIPMENT TO AVOID INTERFERENCE WITH OTHER WORK AND TO MAXIMIZE ACCESSIBILITY FOR MAINTENANCE AND REPAIRS. 4. COORDINATE WITH THE OTHER INSTALLING CONTRACTORS TO ENSURE NEC REQUIRED ACCESS TO DISCONNECTS IS PROVIDED FOR EACH PIECE OF EQUIPMENT. 5. PROVIDE SMOKE DUCT DETECTORS IN HEATING AND COOLING SYSTEMS PER INTERNATIONAL MECHANICAL CODE. SEE DIVISION 15 EQUIPMENT SCHEDULES FOR ADDITIONAL UNITS RATED OVER 2000 CFM AND PROVIDE DUCT DETECTOR AS REQUIRED. 6. WIRING BETWEEN EQUIPMENT DISCONNECT AND POINT OF CONNECTION SHALL COMPLY WITH NEC BASED ON EQUIPMENT NAMEPLATE RATING EXCEPT MINIMUM BRANCH CIRCUIT RATING SHALL BE 20 AMPERES. 7. SIZE OF DISCONNECT SWITCH AND MOTOR STARTER SHALL BE SIZED TO COMPLY WITH NEC REQUIREMENTS. 8. WIRING SIZES ARE BASED ON 60 DEGREE C. FOR AMPACITIES 100 AMPERES AND LESS. FOR FEEDERS LESS THAN 100 FEET IN LENGTH, CONDUCTOR SIZES MAY BE SELECTED BASED ON 75 DEGREE C. WHERE EQUIPMENT INSTALLED IS LABELED FOR 75 DEGREE C. WIRING. 9. EXHAUST FANS SHALL HAVE THE SPEED CONTROLLER LOCATED WITHIN THE ROOFTOP UNIT. 10. SCHEDULE LEGEND: s = FURNISH AND INSTALL NEW UNDER DIVISION 16 o = INSTALL UNDER DIVISION 16; FURNISHED WITH EQUIPMENT OR BY OTHERS x = FURNISH AND INSTALL BY OTHERS (NOT DIVISION 16) * = EXISTING, RELOCATED EQUIPMENT. CONSTRUCTION NOTESs ALL FEEDER WIRING SHALL BE RAN IN ACCESSIBLE CEILING SPACE, AND CONNE4CTED TO THE UNIT THROUGH THE BASE. COORDINATE WITH MECHANICAL CONTRACTOR FOR STUP -UP LOCATION IN THE UNIT. DO NOT RUN CONDUIT OR WIRING ON THE ROOF SURFACE. O2 PROVIDE UNDER ALTERNATE #2. PROVIDE UNDER ALTERNATE #3. M S S architects a HULTZ qp BHU+� CROSS consulting engineers, Inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 04 -231 PE�MIT REVIEW SET 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA. 98368 PRELIMINARY NOT FOR CONSTURCTION Revision Number Date Sheet Title Closing Date May 2005 EQUIPMENT CONNECTION SCHEDULE Sheet No. E6.01 Project No. 04 -231 i i i , I , i i i i I i I i 1 1 , 1 1 1 1 1 1 1 1 1 1 �C1 1 1 1 , THREE PHASE PANEL SCHEDULE SINGLE PHASE PANEL SCHEDULE ID: A EXISTING Enclosure: Voltage: 205/120, 4W AIC: Rating- 200 Amps Assembly AIC: ❑X Flush Section: 1 OF 1 X❑Flush ❑X Main Lugs ❑10K Location: HALL 143 ❑Surface ❑X Main Lugs ❑10K Location: OFFICE 309 []Surface ❑22K ❑Isolated Gnd ❑22K ❑ TVSS []Main Breaker ❑22K ❑ 42K MFG ❑ NEMA 3R ❑NEMA 12/3R ❑ TVSS ❑200% Neutral MFG []Double Lugs ❑ Feed Thru Lugs ❑ 42K MFG FPE L342 -200 ❑NEMA 12/3R ❑Double Lugs ❑200% Neutral CODE CKT []Double Lugs ❑Service Rated CODE DESCRIPTION DESCRIPTION VA BKR BKR CKT PHASE CKT BKR BKR VA DESCRIPTION DESCRIPTION CODE CODE SPARE RECPT - RM 212 20 20 1 A 2 20 20 RECPT - HALLWAY 311 LTG 4 20 SPARE RECPT - RM 219, 225 20 20 20 3 B 4 20 20 RECPT SPARE RECPT 6 20 SPARE RECPT - CONE 201 20 20 5 C 6 20 20 SPARE COMPUTER 8 2D SPARE RECPT - CONE 201 20 20 7 A 8 20 20 SPARE REFER 10 20 SPARE SPARE 20 20 9 B 10 20 20 20 SPARE COMPUTER 12 20 SPARE SPARE RR EX FAN & LTG 20 20 11 C 12 20 20 A SPARE LTG PHASE LTG - VALANCE SPARE COPIER 20 20 13 A 14 20 30/2 0.0 RECPT - N. WALL WATER HEATER SUMMARY SPARE RECPT LOAD 20 20 15 B 16 20 KVA RECPT - S. WALL Description 8.4 40.6 L SPARE LTG X 20 20 17 C 18 20 20 O.D LTG - SOUTH WEST WATER HEATER CIRC PUMP 0.0 8.1 38.8 LTG - RR LTG R 20 20 19 A 20 20 20 R RECPT - NORTH WEST WALL LTG 0.0 X WATER HEATER RECPT 20 20 21 B 22 20 20 0.0 LTG - COMPUTER RECPT 0.0 SEE LOAD CALCULATIONS E5.01 CASH REGISTER RECPT - RR K 20 20 23 C 24 20 20 0.0 LTG - NW, HALL, MAIN, EXITLTS LTG 0.0 X LTG - 111, EXIT LTS OUTSIDE TIMER X 20 20 25 A 26 20 20 0.0 RECPT -309, 311 RECPT 0.0 RECPT - N. WALL QUAD RECPT X 20 20 27 B 28 20 20 SPARE RECPT Other Remainder RECPT - PANEL RM SPACE 100% 20 29 C 30 20 0.0 X LTG - DRUGSTORE WALL SPACE LTG - PANEL RM SPACE 20 31 A 32 20 RECPT - PERMIT CORRIDOR SPACE SPARE WATER HEATER SPACE 20 33 B 34 20 LTG - MAIN ENTRY SPACE RECPT SPACE 20 35 C 36 20 RECPT - OPPOSITE PANEL SPACE FAC SPACE 20 37 A 38 20 LTG - SIGN, TIMER SPACE CONFERENCE RM SPACE 20 39 B 40 20 COMPUTER - COORDINATOR SPACE SPARE SPACE 1 1 20 1 41 C 42 20 1 LTG - SECURITY SPACE A B C PHASE PHASE KVA CONNECTED KVA CONNECTED 0.0 0.0 0. 0.0 O SUMMARY S iurAL LOAD KVA AMPS Code Description KVA KVA KVA KVA 21.2 59.0 L Lighting 0.0 X 125% 0.0 0.0 R Receptacles 0.0 X 100% 0.0 0.0 R Receptacles over 1DKVA 0.0 X 50% 0.0 0.0 C Computers 0.0 X 100% DO 0.0 SEE LOAD CALCULATION E5.01 SEE LOAD CALCULA11ON E5.01 M Motors 0.0 X 100% 0.0 LM Largest Motor 0.0 X 125% 0.0 0.0 REMARKS: REMARKS: K Kitchen 0.0 X 100% O.D UPDATE PANEL SCHEDULE TO REFLECT CHANGES. N Noncoincident 0.0 X 0% 0.0 0 Other D.0 X 100% 0.0 Remainder 0.0 X 100% 00 1 �C1 1 1 1 , C THREE PHASE PANEL SCHEDULE SINGLE PHASE PANEL SCHEDULE ID: B EXISTING Enclosure: Voltage: 208/120, 4W AIC: Rating: 200 Amps Assembly AIC: ❑X Flush Section 1 OF 1 ❑ Flush ❑X Main Lugs ❑10K Location: HALL 143 ❑Surface ❑X Main Lugs ❑10K Location: HALL 216 ❑Surface ❑22K []Isolated Grid ❑22K ❑ TVSS ❑Main Breaker ❑22K ❑ 42K MFG ❑ NEMA 3R ❑NEMA 12/3R ❑ TVSS ❑200% Neutral MFG []Double Lugs []Feed Thru Lugs ❑ 42K MFG SEIMENS G4242ML3200CU ❑NEMA 12/3R ❑Double Lugs ❑200% Neutral CODE CKT PHASE ❑Double Lugs ❑Service Rated CODE DESCRIPTION CKT VA BKR SPARE CKT PHASE CKT BKR CODE VA DESCRIPTION 2 CODE RECPT - RM 212 1 20 SPARE 1 A 2 20 3 LTG 4 20 RECPT - RM 219, 225 20 20 RECEPT 3 B 4 20 RECPT 5 RECPT 6 20 RECPT - CONE 201 20 20 RECEPT 5 C 6 20 7 COMPUTER 8 2D RECPT RECPT - CONE 201 20 WATER HEATER 7 A 8 20 9 REFER 10 20 SPARE 20 LTG - SECURITY 9 B 10 20 20 11 COMPUTER 12 20 SPARE RR EX FAN & LTG 20 11 C 12 20 A 20 LTG PHASE LTG - VALANCE COPIER 20 13 A 14 30/2 0.0 KVA CONNECTED WATER HEATER SUMMARY 00 RECPT LOAD TOTAL LOAD 20 Code 15 B 16 KVA Cade Description 8.4 40.6 L Lighting LTG X 125% 20 6.1 29.4 17 C 18 20 O.D X WATER HEATER CIRC PUMP 0.0 8.1 38.8 L LTG R Receptacles over 10KVA 20 X 19 A 2D 20 R C LTG 0.0 X 100% RECPT SEE LOAD CALCULATION E5.01 20 R 21 B 22 20 0.0 X RECPT 0.0 SEE LOAD CALCULATIONS E5.01 REMARKS: RECPT - RR K Kitchen 20 X 23 C 24 20 0.0 N LTG 0.0 X 0% OUTSIDE TIMER X 100% 20 0 25 A 26 20 0.0 X RECPT 0.0 Remainder RECPT X 100% 20 0.0 27 B 28 20 RECPT Other Remainder 0.0 SPACE 100% 0.0 29 C 30 0.0 X 100% SPACE SPACE 31 A 32 SPACE SPACE 33 B 34 SPACE SPACE 35 C 36 SPACE SPACE 37 A 38 SPACE SPACE 39 B 40 SPACE SPACE 41 C 42 SPACE A C PHASE KVA CONNECTED 0.0 0.0 OA S TOTAL LOAD Code Description KVA KVA 18.0 50.0 L Lighting 0.0 X 125% 0.0 R Receptacles 0.0 X 100% 0.0 R Receptacles over 1OKVA 0.0 X 50% 0.0 C Computers 0.0 X 100% 0.0 SEE LOAD CALCULA11ON E5.01 M Motors 0.0 X 100% 0.0 LM Largest Motor 0.0 X 125% 0.0 REMARKS: K Kitchen 0.0 X 100% 0.0 UPDATE PANEL SCHEDULE TO REFLECT CHANGES. N Noncoincident 0.0 X 0% 0.0 0 Other 0.0 X 100% 0.0 Remainder 0.0 X 100% 0.0 C SINGLE PHASE PANEL SCHEDULE ID- D EXISTING Enclosure: Voltage: 120/208, 3W Voltage: 120/208, 3W Rating: 125 Amps Assembly AIC: Section: 1 OF 1 ❑X Flush ❑X Flush ❑X Flush ❑X Main Lugs ❑10K Location: HALL 143 ❑Surface Location: ❑Surface ❑Isolated Gnd []Main Breaker ❑22K ❑Main Breaker ❑NEMA 3R ❑22K ❑ TVSS ❑ NEMA 313 ❑ Feed Thru Lugs ❑ 42K MFG FPE L112 -24GC ❑NEMA 12/3R ❑ Feed Thru Lugs ❑200% Neutral MFG []Double Lugs []Service Rated CODE DESCRIPTION VA ❑Double Lugs BKR CODE CKT PHASE CKT BKR VA DESCRIPTION CKT CODE CKT SPARE VA DESCRIPTION 20 CODE 1 A 2 20 SPARE 1 A SPARE 20 20 3 B 4 20 SPARE 20 3 RECEPT 4 20 20 RECPT 5 A 6 20 RECEPT 20 RECEPT A 6 20 20 7 B 8 2D RECPT LTG - SIGN, TIMER 20 WATER HEATER 7 B 8 20 9 A 10 20 LTG LTG - SECURITY 9 A 20 20 11 B 12 20 LTG RR EX FAN & LTG 20 11 B A 20 B PHASE LTG - VALANCE KVA CONNECTED 0.0 0.0 KVA CONNECTED LOAD SUMMARY 00 LOAD TOTAL LOAD KVA AMPS Code Description KVA KVA Cade Description 8.4 40.6 L Lighting 0 D X 125% 0.0 6.1 29.4 L Lighting R Receptacles O.D X 100% 0.0 8.1 38.8 L R R Receptacles over 10KVA O.D X 50% 0.0 R C Computers 0.0 X 100% 0.0 SEE LOAD CALCULATION E5.01 R C M Motors O.D X 10D% 0.0 LM Largest Motor 0.0 X 125% 0.0 SEE LOAD CALCULATIONS E5.01 REMARKS: Computers K Kitchen O.D X 100% 0.0 X UPDATE PANEL SCHEDULE TO REFLECT CHANGES. 0.0 N Noncoincident 0.0 X 0% 0.0 X 100% 00 0 Other 0.0 X 10D% 0.0 X 0% 0.0 Remainder 0.0 X 100% 0.0 0.0 X 100% C Q 1 3 3 1 3 0 O O SINGLE PHASE PANEL SCHEDULE ID: F EXISTING Enclosure: Voltage: 120/208, 3W Rating: 125 Amps Assembly AIC: Section* 1 OF 1 ❑X Flush ❑X Flush ❑X Main Lugs ❑10K Location: Location: ❑Surface ❑Surface ❑Isolated Grid []Isolated Grid ❑Main Breaker ❑22K ❑22K ❑ NEMA 313 ❑ NEMA 3R ❑ TVSS ❑ Feed Thru Lugs ❑ 42K MFG FPE L112 -24GC ❑NEMA 12/3R ❑200% Neutral ❑Double Lugs ❑Service Rated CODE DESCRIPTION VA I BKR CKT PHASE CKT BKR VA DESCRIPTION CODE RECPT - WINDOW WALL 20 1 A 2 20 RECPT - ENTRY S, WAITING LTG - WINDOW 20 3 B 4 20 RECPT WATER HEATER 20 5 A 6 20 SPARE RECPT 20 7 B 8 20 RECPT LTG 20 9 A 1D 20 HP ? RR EX FAN & LTG 20 11 B 12 20 1 LTG - VALANCE KVA CONNECTED D.0 00 LOAD SUMMARY KVA CONNECTED .0 Cade Description KVA KVA A A AMPS 6.1 29.4 L Lighting 0.0 X 125% D.0 8.1 38.8 L R Receptacles 0.0 X 100% 0.0 R R Receptacles over 10KVA 0 D X 50% 0.0 R C Computers O.0 X 100% 0.0 SEE LOAD CALCULATIONS E5.01 C Computers 0.0 X M Motors 0.0 X 100% 0.0 LM Largest Motor 0.0 X 125% 0.0 REMARKS: M Motors 0.0 X 100% D.0 K Kitchen 0.0 X 100% 00 UPDATE PANEL SCHEDULE TO REFLECT CHANGES. N Noncoincident O.D X 0% 0.0 UPDATE PANEL SCHEDULE TO REFLECT CHANGES. N 0 Other 0.0 X 100% 0.0 0 Other Remainder 0.0 X 100% 0.0 Q 1 3 3 1 3 0 O O M S 9 S architects 510 Capitol Way S. Olympia, WA 98501 Tel 360.943 6774 Fax 360.352.7005 msgsarch.Com Jefferson County Castle Hill Center GENERAL NOTES_ I Tenant FIELD VERIFY EXISTING CIRCUITS TO REMAIN AND Improvements UPDATE PANEL SCHEDULES AS REQUIRED. 615 Sheridan Avenue Port Townsend, WA. 98368 CONSTRUCTION NOTES: O REMOVE (E)CIRCUIT AND BREAKER PROVIDE NEW BREAKER AND CIRCUIT AS INDICATED. REPLACE MINI BREAKER WITH NEW FULL SIZE BREAKER. 03 RELOCATE CIRCUIT FROM MINI BREAKER. 1 1 3 3 PRELIMINARY 2 NOT FOR CONSTURCTION 2 Revision Number Closing Date Date May 2005 Sheet rile EXISTING PANEL SCHEDULE'S Sheet No. HULTZ w BHU-, C Ross E 6 ®2 consulting engineers, Inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 04 -231 PERMIT REVIEW SET Project No. 04 -231 SINGLE PHASE PANEL SCHEDULE ID: G EXISTING) Enclosure: Voltage. 120/208, 3W Rating: 125 Amps Assembly AIC: Section: 1 OF 1 ❑X Flush QMain Lugs ❑1OK Location: RM. 111 ❑Surface []Isolated Grid []Main Breaker ❑22K ❑ NEMA 3R ❑ TVSS []Feed Thru Lugs ❑ 42K MFG FPE L112 -24GC ❑NEMA 12/3R ❑200% Neutral ❑Double Lugs ❑Service Rated CODE DESCRIPTION VA BKR CKT PHASE CKT BKR VA DESCRIPTION CODE RECPT 20 1 A 2 20 REST RM. EF RECPT 20 3 B 4 20 LTG COPIER 20 5 A 6 20 SPARE RECPT 20 7 8 8 20 RECPT RECPT 20 9 A 10 20 WATER HEATER LTG - EXITS 20 11 B 12 20 LTG PHASE KVA CONNECTED .0 LOAD SUMMARY A A AMPS Code Description KVA KVA 8.1 38.8 L Lighting 0.0 X 125% D.0 R Receptacles 0.0 X 100% 0.0 R Receptacles over 10KVA O.D X 50% 0.0 C Computers 0.0 X 100% 0.0 SEE LOAD CALCULATIONS E5.01 M Motors 0.0 X 100% D.0 LM Largest Motor D.D X 125% D.D REMARKS: K Kitchen OD X 100% 10 UPDATE PANEL SCHEDULE TO REFLECT CHANGES. N Noncoincident 00 X 0% 0.0 0 Other 0.0 X 100% D.0 Remainder 0.0 X 100% D.0 M S 9 S architects 510 Capitol Way S. Olympia, WA 98501 Tel 360.943 6774 Fax 360.352.7005 msgsarch.Com Jefferson County Castle Hill Center GENERAL NOTES_ I Tenant FIELD VERIFY EXISTING CIRCUITS TO REMAIN AND Improvements UPDATE PANEL SCHEDULES AS REQUIRED. 615 Sheridan Avenue Port Townsend, WA. 98368 CONSTRUCTION NOTES: O REMOVE (E)CIRCUIT AND BREAKER PROVIDE NEW BREAKER AND CIRCUIT AS INDICATED. REPLACE MINI BREAKER WITH NEW FULL SIZE BREAKER. 03 RELOCATE CIRCUIT FROM MINI BREAKER. 1 1 3 3 PRELIMINARY 2 NOT FOR CONSTURCTION 2 Revision Number Closing Date Date May 2005 Sheet rile EXISTING PANEL SCHEDULE'S Sheet No. HULTZ w BHU-, C Ross E 6 ®2 consulting engineers, Inc. 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 04 -231 PERMIT REVIEW SET Project No. 04 -231 F- - - - - -- i I I I i i I i I I M S architects GENERAL NOTES: FIELD VERIFY EXISTING CIRCUITS TO REMAIN AND UPDATE PANEL SCHEDULES AS REQUIRED. HULTZ ar BHU+� CROSS consulting engineers, Inc. 2407 North 31 st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 04-231 PERMIT REVIEW SET 510 Capitol Way & Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA. 98368 PRELIMINARY NOT FOR CONSTURCTION Revision Number Closing Date Date Sheet Title May 2005 NEW PANEL SCHEDULE'S Sheet No. E6e03 Project No. 04 -231 THREE PHASE PANEL SCHEDULE SINGLE PHASE PANEL SCHEDULE ID: C NEW Enclosure: Voltage: 120/208, 3W Voltage: 120/208, 3W Rating: Rating: 125 Amps Assembly AIC: Section: 1 OF 1 QX Flush 1 OF 1 Flush 1 OF 1 Flush NX Muin Lugs E]10K QX Main Lugs []10K Location: OFFICE 152 Surface Isolated Gnd Isolated Gnd Isolated Gnd [] 22K E]22K Main Breaker [] 22K E]NEMA 3R E] TVSS []NEMA 3R Main Breaker Feed Thru Lugs E]TVSS ❑ 42K E]42K []NEMA 12/313 Feed Thru Lugs E]42K ❑ 200% Neutral []200% Neutral []NEMA 12/3R Service Rated []2007. Neutral CODE DESCRIPTION Double Lugs FIService Rated CODE BKR DESCRIPTION CKT VA CKT BKR Rated CKT I PHASE CKT BKR BKR VA DESCRIPTION CKT CODE- 20 RECPT-WORK STATION 1 A 2 20 HP -9 1 A 2 20* 1 WATER HEATER FAC 80/3 90/2 20 RECPT - CONF 3 B 4 20 20 3 B 4 20 B RECPT WATER HEATER 6552 20 LTG - RR,BACK 5 A 6 20 6552 5 A 6 20 6 RECPT RECPT - ENTRY N, HALL 149 6552 6882 20 LTG - FRONT 7 B 8 20 15 7 B 8 20 70/3 RR EF & LTG RECPT - WINDOW WALL HP -11 KVA 20 COPIER 9 A 10 20/2 90/2 9 A 10 20 90/2 RECPT RECPT - REAR HP -7 M 20 SPARE 11 B 12 20 11 11 B 12 20 5892 RECPT RECPT - REAR M M 20 SPARE 13 A 14 20 A 13 A 14 20 SPACE SPARE RECPT - OPEN OFFICE M SPACE 20 SPARE 15 B 16 20 16 16 B 16 20 0.0 SPARE RECPT - OPEN OFFICE SPACE K 20 SPARE 17 A 18 20 18 A 18 20 0.0 SPARE RECPT - OPEN OFFICE DH -1 20 SPARE 19 B 20 2D 15 617 B 20 M SPACE COPIER Remainder 1500 X 21 B 22 KVA CONNECTED 20/2 SPACE AC -16 ** KVA CONNECTED LOAD SUMMARY EF -1, 2, 3, 5, 6 * Code LOAD Description SUMMARY KVA TOTAL LOAD KVA AMPS KVA Description KVA X IOJAL LOAD KVA AMPS 9.1 43.6 L Lighting 0.0 X 125% 0.0 0.0 X 125% 0.0 20 R Receptacles 0.0 X 100% 0.0 X 100% 0.0 27 R Receptacles over 10KVA 0.0 X 50% 0.0 50% 0.0 SPACE SEE LOAD CALCULATIONS C Computers 0.0 X 100% 0.0 0.0 20 SEE LOAD CALCULATION E5.01 E5.01 M Motors 0.0 X 100% 0.0 REMARKS: 31 A LM LM Largest Motor 0.0 X 125% 0.0 REMARKS: SUMMARY KVA REMARKS: K K Kitchen 0.0 X 100% 0.0 L Lighting * PROVIDE PADLOCKING ATTACHMENT. Noncoincident N Noncoincident 0.0 X 0% 0.0 163.6 C 0 Other 0.0 0 Other 0.0 X 100% 0.0 Remainder 0.0 X 100% Remainder 0.0 X 100% 0.0 SPACE C M S architects GENERAL NOTES: FIELD VERIFY EXISTING CIRCUITS TO REMAIN AND UPDATE PANEL SCHEDULES AS REQUIRED. HULTZ ar BHU+� CROSS consulting engineers, Inc. 2407 North 31 st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 04-231 PERMIT REVIEW SET 510 Capitol Way & Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA. 98368 PRELIMINARY NOT FOR CONSTURCTION Revision Number Closing Date Date Sheet Title May 2005 NEW PANEL SCHEDULE'S Sheet No. E6e03 Project No. 04 -231 THREE PHASE PANEL SCHEDULE SINGLE PHASE PANEL SCHEDULE ID: E NEW Enclosure: Voltage: 120/208, 3W Voltage: 208/120, 4W Rating: 125 Amps Assembly AIC: Section: 1 OF 1 NX Flush QX Flush 1 OF 1 Flush 1 OF 1 Flush NX Muin Lugs E]10K Location: OUTSIDE 135 Surface Surface E]1OK Isolated Gnd Isolated Gnd XQ Surface Main Breaker [] 22K E]22K Gnd []NEMA 3R E]NEMA 3R E] TVSS ❑ TVSS Main Breaker Feed Thru Lugs E] 42K ❑ 42K E]42K []NEMA 12/313 NEMA 12/3R F1200% Neutral ❑ 200% Neutral []200% Neutral Double Lugs Service Rated CODE CODE DESCRIPTION E]NEMA 12/3R VA E]200% Neutral BKR E]200% Neutral CKT PHASE CKT BKR Rated VA DESCRIPTION VA CODE BKR RECEPT PHASE CKT BKR 20 VA 1 A 2 30 HP -9 HP -1 RECPT 80/3 90/2 1 WATER HEATER 2 80/3 90/2 20 HP -10 3 B 4 20 20 6552 LTG rLTG EXTERIOR 3 B RECPT 4 6552 20 20 5 A 6 20 6552 6882 LTG 5 C 6 RECPT 90/2 6552 6882 20 LM 7 B 8 20 15 EX FAN IN PHONE RM 8 70/3 RR EF & LTG 5892 HP -11 KVA 20 M 9 A 10 20 90/2 9 RECEPT 10 10 90/2 RECPT 6882 HP -7 M 20 SPARE 11 B 12 20 11 C LTG 12 0.0 5892 RECPT 0.0 M M 20 HP -4 13 A 14 20 A 14 LTG - VALANCE 70/3 SEE LOAD CALCULATIONS SPACE SPARE Motors M SPACE 20 0.0 15 B 16 20 16 16 SPARE X SPACE 0.0 SPARE M SPACE K 20 6396 17 A 18 20 18 SPARE SPACE Noncoincident 0.0 SPARE SPACE DH -1 20 30/2 19 B 20 20 15 100% ISPARE AC -1A ** M SPACE Remainder 1500 X 21 B 22 KVA CONNECTED 20/2 SPACE AC -16 ** Code LOAD SUMMARY EF -1, 2, 3, 5, 6 * KVA 20 23 TOTAL LOAD KVA AMPS Code Description KVA X 125% KVA M SPACE EWH -1 13.5 64.8 L Lighting 0.0 X 125% 0.0 20 SPACE SPARE R Receptacles 0.0 X 100% 0.0 27 B 28 R Receptacles over 1OKVA 0.0 X 50% 0.0 SPACE SEE LOAD CALCULATIONS E5.01 C Computers 0.0 X 100% 0.0 20 SEE LOAD CALCULATION E5.01 M Motors 0.0 X 100% 0.0 REMARKS: 31 A LM Largest Motor 0.0 X 125% 0.0 Code REMARKS: SUMMARY KVA K Kitchen 0.0 X 100% 0.0 AMPS 158.8 L Lighting N Noncoincident 0.0 X 0% 0.0 CALCULATED 58.9 163.6 C 0 Other 0.0 X 100% 0.0 SPACE Remainder 0.0 X 100% 0.0 50% 0.0 SPACE M S architects GENERAL NOTES: FIELD VERIFY EXISTING CIRCUITS TO REMAIN AND UPDATE PANEL SCHEDULES AS REQUIRED. HULTZ ar BHU+� CROSS consulting engineers, Inc. 2407 North 31 st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 04-231 PERMIT REVIEW SET 510 Capitol Way & Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA. 98368 PRELIMINARY NOT FOR CONSTURCTION Revision Number Closing Date Date Sheet Title May 2005 NEW PANEL SCHEDULE'S Sheet No. E6e03 Project No. 04 -231 THREE PHASE PANEL SCHEDULE SINGLE PHASE PANEL SCHEDULE ID: H NEW Enclosure: Voltage: 120/205, 3W Voltage: 208/120, 4W Rating: 125 Amps Assembly AIC: Section: 1 OF 1 QX Flush 1 OF 1 Flush 1 OF 1 Flush MR Main Lugs E]10K Location: Surface E]1OK XlMain Lugs Isolated Gnd XQ Surface Location: HALL 216 Main Breaker E]22K Gnd Olsolated E]NEMA 3R Main Breaker ❑ TVSS Main Breaker 022K Feed Thru Lugs ❑ 42K E]42K NEMA 3R NEMA 12/3R NEMA 12/3R ❑ 200% Neutral []200% Neutral Feed Thru Lugs []Double Lugs E] Service Rated CODE DESCRIPTION E]NEMA 12/3R VA E]200% Neutral BKR E]200% Neutral CKT PHASE CKT BKR Rated VA DESCRIPTION VA CODE BKR WATER HEATER PHASE CKT BKR 30/2 VA 1 A 2 20 HP -9 HP -1 LTG 80/3 90/2 1 WATER HEATER 2 80/3 90/2 6552 HP -10 3 B 4 20 20 6552 LTG rLTG EXTERIOR 3 B RECPT - KIT S. 4 6552 20 20 5 A 6 20 6552 6882 WATER HEATER 5 C 6 RECPT - KIT S. 90/2 6552 6882 20 LM 7 B 8 20 15 RECPT A 8 70/3 COMPT - N. WALL 5892 HP -11 KVA 20 M 9 A 10 20 90/2 9 WATER HEATER 10 10 90/2 RECPT - RR 6882 HP -7 M 20 SPARE 11 B 12 20 11 C RECPT 12 0.0 5892 REFRIG 0.0 M M 20 HP -4 13 A 14 20 A 14 MICROWAVE 70/3 SEE LOAD CALCULATIONS SPACE KITCHEN REFRIG Motors M SPACE 20 0.0 15 B 16 20 16 16 TV /VCR X SPACE 0.0 SPARE M SPACE K 20 6396 17 A 18 20 18 SPARE SPACE Noncoincident 0.0 SPARE SPACE DH -1 20 30/2 19 B 20 20 15 100% SPARE AC -1A ** M SPACE Remainder 1500 X 21 B 22 KVA CONNECTED 20/2 SPACE AC -16 ** Code LOAD Description SUMMARY KVA EF -1, 2, 3, 5, 6 * KVA 20 23 TOTAL LOAD KVA AMPS 15.8 75.9 L Lighting 0.0 X 125% 0.0 M SPACE EWH -1 R Receptacles 0.0 X 100% 0.0 20 SPACE SPARE R Receptacles over 10KVA 0.0 X 50% 0.0 27 B 28 C Computers 0.0 X 100% 0.0 SPACE SEE LOAD CALCULATIONS E5.01 M Motors 0.0 X 100% 0.0 20 SPACE SPARE LM Largest Motor 0.0 X 125% 0.0 REMARKS: 31 A K Kitchen 0.0 X 100% 0.0 Code LOAD Description SUMMARY KVA N Noncoincident 0.0 X 0% 0.0 AMPS 158.8 L Lighting 0 Other 0.0 X 100% 0.0 CALCULATED 58.9 163.6 C R Remainder 0.0 X 100% 0.0 SPACE M S architects GENERAL NOTES: FIELD VERIFY EXISTING CIRCUITS TO REMAIN AND UPDATE PANEL SCHEDULES AS REQUIRED. HULTZ ar BHU+� CROSS consulting engineers, Inc. 2407 North 31 st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 04-231 PERMIT REVIEW SET 510 Capitol Way & Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA. 98368 PRELIMINARY NOT FOR CONSTURCTION Revision Number Closing Date Date Sheet Title May 2005 NEW PANEL SCHEDULE'S Sheet No. E6e03 Project No. 04 -231 THREE PHASE PANEL SCHEDULE SINGLE PHASE PANEL SCHEDULE ID: M1 NEW Enclosure: Enclosure: Voltage: 208/120, 4W Voltage: 208/120, 4W Rating: 225 Amps Assembly AIC: 400 Amps Assembly AIC: Section: 1 OF 1 Flush 1 OF 1 Flush XNMain Lugs []10K QX Main Lugs E]1OK XlMain Lugs Location: HALL 216 XQ Surface Location: HALL 216 [fl Surface Isolated Gnd Olsolated Gnd Main Breaker F] 22K Main Breaker 022K E]NEMA 3R E]42K NEMA 3R E]TVSS NEMA 12/3R E]TVSS []200% Neutral Feed Thru Lugs E] 42K OFeed Thru Lugs E] 42K CODE E]NEMA 12/3R E]200% Neutral E]200% Neutral Double Lugs E]Servlce Rated CODE Rated DESCRIPTION DESCRIPTION VA BKR BKR CKT PHASE CKT BKR BKR VA DESCRIPTION DESCRIPTION CODE M HP -9 HP -1 5552 80/3 90/2 1 A 2 80/3 90/2 6552 HP -10 HP -5 LM M M 20 6552 6882 rLTG EXTERIOR 3 B 4 4 6552 6882 20 LM M M HP -2 6552 6882 90/2 5 C 6 6 90/2 6552 6882 HP -6 LM M EF -4 * _6 192 15 7 A 8 70/3 SUMMARY KVA 5892 HP -11 KVA M M SPARE HP -3 L 20 90/2 9 B 10 10 90/2 5892 6882 HP -7 M M SPARE 1007 0.0 20 11 C 12 12 0.0 5892 6882 0.0 M M SPACE HP -4 C 6396 80/3 13 A 14 14 70/3 SEE LOAD CALCULATIONS SPACE HP -8 Motors M SPACE 100% 0.0 6396 15 B 16 16 0.0 X SPACE 0.0 M SPACE K Kitchen 6396 X 17 C 18 18 SPACE Noncoincident 0.0 M SPACE DH -1 1500 30/2 19 A 20 20 15 100% SPACE AC -1A ** M SPACE Remainder 1500 X 21 B 22 22 20/2 SPACE AC -16 ** M SPACE EF -1, 2, 3, 5, 6 * 936 20 23 C 24 24 SPACE ** M SPACE EWH -1 1500 30/2 25 A 26 26 20 SPACE SPARE SPACE 1500 27 B 28 28 20 SPACE SPARE SPACE SPARE 20 29 C 30 30 20 SPACE SPARE SPACE 31 A KVA CONNECTED SPACE Code LOAD Description SUMMARY KVA KVA 33 B TOTAL LOAD KVA CONNECTED 57.2 AMPS 158.8 L Lighting 0.0 X 125% 0.0 CALCULATED 58.9 163.6 C R Receptacles 0.0 X 100% 0.0 SPACE R Receptacles over 10KVA 0.0 X 50% 0.0 SPACE SPACE C Computers 0.0 X 100% 0.0 40 SPARE CAPACITY: 27.3% SPACE M Motors 50.3 X 100% 50.3 41 C 42 LM Largest Motor 6.9 X 125% 8.6 REMARKS: K Kitchen 0.0 X 100% 0.0 * PROVIDE UNDER ALTERNATE #2 LOAD Description SUMMARY KVA N Noncoincident 0.0 X 07 0.0 TOTAL LOAD KVA CONNECTED 129.6 AMPS 359.9 L Lighting 0 Other 0.0 X 100% 0.0 CALCULATED 130.4 362.2 R Receptacles Remainder 0.0 X 100% 0.0 M S architects GENERAL NOTES: FIELD VERIFY EXISTING CIRCUITS TO REMAIN AND UPDATE PANEL SCHEDULES AS REQUIRED. HULTZ ar BHU+� CROSS consulting engineers, Inc. 2407 North 31 st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 04-231 PERMIT REVIEW SET 510 Capitol Way & Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA. 98368 PRELIMINARY NOT FOR CONSTURCTION Revision Number Closing Date Date Sheet Title May 2005 NEW PANEL SCHEDULE'S Sheet No. E6e03 Project No. 04 -231 THREE PHASE PANEL SCHEDULE SINGLE PHASE PANEL SCHEDULE ID: ID: M2 NEW Enclosure: Voltage: 120/208, 3W Voltage: 208/120, 4W Rating: Rating: 400 Amps Assembly AIC: 1 OF 1 Flush Section: 1 OF 1 Flush XNMain Lugs []10K Location: XQSurface XlMain Lugs E]10K Isolated Gnd Location: HALL 216 [fl Surface Main Breaker E] 22K Olsolated Gnd ONEMA 3R Main Breaker 022K Feed Thru Lugs E]42K NEMA 3R NEMA 12/3R E]TVSS []200% Neutral OFeed Thru Lugs E] 42K CODE ESCRIPTION E]NEMA 12/3R E]200% Neutral CKT Double Lugs Service Rated CODE DESCRIPTION SCRIPTION VA BKR CKT PHASE CKT BKR 20 VA DESCRIPTION A CODE M HP -1 6882 90/2 1 A 2 90/2 6882 HP -5 3 M M 20 6882 rLTG EXTERIOR 3 B 4 6882 20 M M HP -2 20 6882 90/2 5 C 6 90/2 6882 HP -6 M M _6 PHASE KVA CONNECTED 6882 7 A 8 SUMMARY KVA 6882 KVA M M HP -3 L 6882 90/2 X 9 B 10 90/2 6882 HP -7 Receptacles M M 1007 0.0 6882 11 C 12 0.0 X 6882 0.0 M LM HP -4 C 6396 80/3 X 13 A 14 70/3 SEE LOAD CALCULATIONS 5892 HP -8 Motors M LM 100% 0.0 6396 15 B 16 0.0 X 5892 0.0 M LM K Kitchen 6396 X 100% 17 C 18 5892 Noncoincident 0.0 M 0% DH -1 1500 30/2 1S A 20 15 100% 96 AC -1A ** M Remainder 1500 X 100% 2`. B 22 20/2 1536 AC -16 ** M M EF -1, 2, 3, 5, 6 * 936 20 23 C 24 1536 ** M EWH -1 1500 30/2 25 A 26 20 SPARE 1500 27 B 28 20 SPARE SPARE 20 29 C 30 20 SPARE SPACE 31 A 32 SPACE SPACE 33 B 34 SPACE SPACE 35 C 36 SPACE SPACE 37 A 38 SPACE SPACE 39 B 40 SPACE SPACE 41 C 42 SPACE KVA CONNECTED Code LOAD Description SUMMARY KVA KVA TOTAL LOAD KVA CONNECTED 129.6 AMPS 359.9 L Lighting 0.0 X 125% 0.0 CALCULATED 130.4 362.2 R Receptacles 0.0 X 100% 0.0 R Receptacles over 10KVA 0.0 X 50% 0.0 C Computers 0.0 X 100% 0.0 SPARE CAPACITY: 9.4% M Motors 120.2 X 100% 120.2 LM Largest Motor 3.4 X 125% 4.3 REMARKS: K Kitchen 0.0 X 100% 0.0 * EF -2, 3, 5 UNDER ALTERNATE #2 N Noncoincident 0.0 X 0% 0.0 ** PROVIDE UNDER ALTERNATE #3 0 Other 0.0 X 100% 0.0 (PROVIDE 20A SPARE IF ALT #3 IS NOT ACCEPTED.) Remainder 6.0 X 100% 6.0 M S architects GENERAL NOTES: FIELD VERIFY EXISTING CIRCUITS TO REMAIN AND UPDATE PANEL SCHEDULES AS REQUIRED. HULTZ ar BHU+� CROSS consulting engineers, Inc. 2407 North 31 st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 04-231 PERMIT REVIEW SET 510 Capitol Way & Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA. 98368 PRELIMINARY NOT FOR CONSTURCTION Revision Number Closing Date Date Sheet Title May 2005 NEW PANEL SCHEDULE'S Sheet No. E6e03 Project No. 04 -231 SINGLE PHASE PANEL SCHEDULE ID: EL NEW Enclosure: Voltage: 120/208, 3W Rating: 125 Amps Assembly AIC: Section: 1 OF 1 Flush XNMain Lugs []10K Location: XQSurface Isolated Gnd Main Breaker E] 22K ONEMA 3R 0TVSS Feed Thru Lugs E]42K NEMA 12/3R []200% Neutral Double Lugs Service Rated CODE ESCRIPTION VA BKR CKT PHASE CKT BKR VA SCRIPTION CODE EXTERIOR rl 20 1 A 2 20 EXTERIOR EXTERIOR 20 3 B 4 20 rLTG EXTERIOR 20 5 A 6 20 _6 PHASE KVA CONNECTED Code LOAD Description SUMMARY KVA KVA TOTAL LOAD KVA AMPS 4.1 19.8 L Lighting 0.0 X 125% 0.0 R Receptacles 0.0 X 1007 0.0 R Receptacles over 1OKVA 0.0 X 50% 0.0 C Computers 0.0 X 100% 0.0 SEE LOAD CALCULATIONS E5.01 M Motors 0.0 X 100% 0.0 LM Largest Motor 0.0 X 125% 0.0 REMARKS: K Kitchen 0.0 X 100% 0.0 N Noncoincident 0.0 X 0% 0.0 0 Other 0.0 X 100% 0.0 Remainder 0.0 X 100% 0.0 M S architects GENERAL NOTES: FIELD VERIFY EXISTING CIRCUITS TO REMAIN AND UPDATE PANEL SCHEDULES AS REQUIRED. HULTZ ar BHU+� CROSS consulting engineers, Inc. 2407 North 31 st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 general @hultzbhucross.com Job Number: 04-231 PERMIT REVIEW SET 510 Capitol Way & Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA. 98368 PRELIMINARY NOT FOR CONSTURCTION Revision Number Closing Date Date Sheet Title May 2005 NEW PANEL SCHEDULE'S Sheet No. E6e03 Project No. 04 -231 ------- - - - - -- - - --- ----------------- - - - -- -- ------------------------------------ ----- - - - - -- - i i i NEW ° b UTILITY TRENCH 16 -NEW CLASS B ASPHALT TO MATCH EXISTING (2" MINIMUM DEPTH) SAW CUT EXISTING �-ASPHALT. SEAL JOINT WITH LIQUID ASPHALT EXISTING CRUSHED SURFACING TOP COURSE (APWA 23 -2.01) COMPACTED TO 95% MAX DENSITY COMPACTED BACKFILL (95% MAX DENSITY TOP 12 INCHES) DETAIL = ASPHALT PAVEMENT REPAI NOT TO SCALE NOTE: REFER TO SHOP DRAWING FOR DEVICE LOCATIONS, WIRING LAYOUT, AND INSTALLATION REQUIREMENTS PROVIDE SEPARATE RISER FOR EACH FLOOR AND FOR ATTIC UNLESS OTHERWISE APPROVED 3/4" MIN FIRE ALARM NOT TO SCALE TEMPORARY ZONES FOR MAINTAINING EXISTING SYSTEM DURING PHASED CONSTRUCTION o�obu DC PROVIDE CONNECTION TO ALL HVAC UNITS TO SHUT DOWN ON ALARM. 120VAC 120VAC (CKT #) 120VAC (CKT #) MAY BE INTEGRAL (CKT WITH FAC FAC FSP XMTR TEL LINE #1 TEL LINE #2 RM 100/309 RM 100/309 TTB FA SIGNAL POWER EXPANDER PANEL (QUANITY AS REQUIRED. GROUP MOUNT AT ONE LOCATION 0] LAtfl -. ►� architects HuLTz qr BHU+� CROSS consulting engineers, inc. 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Jefferson County Castle Hill Center Tenant Improvements 615 Sheridan Avenue Port Townsend, WA. 98368 PRELIMINARY NOT FOR CONSTURCTION Revision Number Closing Date Date May 2005 Sheet Title DETAILS Sheet No. E7.® 2407 North 31st Street Tacoma, WA 98407 Phone: (253) 383 -3257 Fax: (253) 383 -3283 Project No. 04 -231 general @hultzbhucross.com Job Number: 04 -231 PERMIT REVIEW SET L